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Page 1: Nabinagar BOQ

BID DOCUMENT NO. CS-0370-318A-9 PAGE 6 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

PART-A, UNIT RATE PORTIONEXCAVATION AND FILLING

1 Excavation including stacking of excavated material (rock/ soil) required for backfilling away from the excavated pit upto a lead of 1.00 Km., backfilling with selected excavated material (for all lifts) and compacting the same by mechanical means in layers not exceeding 300 mm compact thickness (higher layer thickness upto 500 mm in case of compaction using special type of equipment such as vibratory roller etc.) to minimum 85% Standard Proctor Density at optimum moisture content in case of soil and/ or to 85% of original volume in case of boulders and filling the interstices with selected excavated materials, disposal of surplus excavated material outside the plant boundary upto a total lead of 5.00 Kms. (including dressing the top surface) and/ or disposal of surplus excavated material by filling within the plant boundary and compacting the same by mechanical means in layers (not exceeding 300 mm thickness, higher layer thickness upto 500 mm in case of compaction using special type of equipment, such as vibratory roller etc.) to minimum 85% Standard Proctor Density at optimum moisture content in case of soil and/ or to 85% of original volume in case of boulders, clearing grass and vegetation, leveling, draining and pumping out surface water (i.e. water other than water below ground water table),

Page 2: Nabinagar BOQ

BID DOCUMENT NO. CS-0370-318A-9 PAGE 7 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

1 1 (a) In soil (All types) Cu.M. 2500002 1 (c)

Cu.M. 200002

lowering of ground water table to maintain dry working conditions till completion of all activities (such as concreting, curing, water proofing, filling/ testing etc.) which require dry working conditions providing cofferdams, sheeting, shoring, strutting, bracing, trimming of excavated bottom, testing, with all labour, material, equipment, handling, transportation, preparation of the schemefor excavation and dewatering and gettingthe same approved, etc., for all types of

Extra over item no. 1(a) as applicable, for compacting the backfilled soil by mechanical means to minimum 90% Standard Proctor Density at optimummoisture content in case of soil.

Excavation including stacking of excavated material (rock / soil) required for backfilling near the xcavated pits, backfilling with selected excavated material by pushing and spreading (for all lifts), disposal of surplus excavated material outside the plant boundary upto a total lead of 5.00 Kms. including dressing the top surface) and / or disposal of surplus excavated material by filling within the plant boundary and compacting the same by mechanical means in layers not exceeding

Page 3: Nabinagar BOQ

BID DOCUMENT NO. CS-0370-318A-9 PAGE 8 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

3 2(a) In soil (All types) Cu.M. 250004 2(c)

300 mm thickness, (higher layer thickness upto 500 mm in case of compaction using special type of quipment such as vibratory roller etc.) to minimum 85 % Standard Proctor Density at optimum moisture content in case of soil and / or to 85 % of original olume in case of boulders and filling the interstices with selected excavated materials, clearing grass nd vegetation, leveling, draining and pumping out urface water (i.e. water other than water below round water table), lowering of ground water table to maintain dry working conditions till completion of all activities (such as concreting, curing, water proofing, filling / testing etc.) which require dry working onditions providing cofferdams, sheeting, shoring, strutting, bracing, trimming of excavated bottom, testing, with all labour, material, equipment, andling, transportation, preparation of the scheme for excavation and dewatering and getting the same approved, etc., for all types of work, at all levels, all complete, as per specifications, drawings and instructions of the Engineer, including leads as specified above and lifts upto 5.00 M

Extra over item no. 2(a) and NS1(a) as applicable, for compacting the backfilled material by watering and ramming to minimum 85% Standard Proctor Density at optimum moisture content in case of soil and / or to 85 % of original volume in case

Page 4: Nabinagar BOQ

BID DOCUMENT NO. CS-0370-318A-9 PAGE 9 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

Cu.M. 80000NS1

5 NS1(a) In soil (All types) Cu.M. 90000

of boulders and filling the interstices with selected excavated materials

Excavation for Make-up water / Effluent disposal ipelines including stacking of excavated material (rock / soil) required for backfilling near the excavated pits, backfilling with selected excavated material by pushing and spreading (for all lifts), disposal of surplus excavated material upto a total lead of 2.00 Kms. (including dressing the top surface) by clearing grass and vegetation, leveling, draining and pumping out surface water (i.e. water other than water below ground water table) lowering of ground water table to maintain dry orking conditions till completion of all activities (such as laying of pipes, jointing, application of heatshrink raparound sleeves and polyolefin tapes, concreting, curing, wrapping and coating, cathodic protection, filling / testing etc.), which require dry working conditions providing cofferdams, sheeting, shoring, strutting, racing, trimming of excavated bottom, testing, with all labour, material, equipment, handling, transportation, eparation of the scheme for excavation and dewatering and getting the same approved, etc., for all types of work, at all levels, all complete, as per specifications, drawings andinstructions of the Engineer, including leadsas specified above and lifts upto 5.00 M

Page 5: Nabinagar BOQ

BID DOCUMENT NO. CS-0370-318A-9 PAGE 10 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

3

6 3(a) Beyond 5.00 M and upto 10.00 M Cu.M. 540007 3 (b) Beyond 10.00 M and upto 15.00 M Cu.M. 5000

5

8 5 (c)Cu.M. 1800

6

Extra over item nos. 1 and 2 above as applicable, for all types of excavated material (soil and rock), for additional lifts beyond the initial lift of 5 M (included in items 1 and 2), including maintaining dry working conditions, for the following lifts:

Filling using selected borrow materials brought from borrow areas arranged by the Contractor, in layers not exceeding 300 mm, (higher layer thickness upto 500 mm in case of compaction using special type of equipment, such as vibratory roller etc.), for all leads and all lifts, filling, watering and compacting each layer, dressing, with all labour, material, equipment, dling,transportation, etc., for all types of works at all levels, all complete, as per specifications, drawings and instructions of the Engineer, for following works and materials :

Medium grained sand and compacting tominimum of 80% Relative Density.

Filling using broken hard stone of specified nominal size, brought from borrow areas arranged by the Contractor, in layers as specified below, for all leads and all lifts, filling, dressing, testing, with all labour, material, equipment, handling, trans- portation, etc., for all types of works at all

Page 6: Nabinagar BOQ

BID DOCUMENT NO. CS-0370-318A-9 PAGE 11 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

Cu.M.Cu.M.

6(a)

9 6(a)(i) Sand Cu.M. 13010 6(b)

Cu.M. 130CAST IN SITU CONCRETE Cu.M.

7

11 7(a) M 7.5 (with graded aggregate of nominal size 40mm) nominal mix Cu.M. 880

12 7(b) M 10 (with graded aggregate of nominal size 40mm) nominal mix Cu.M. 1300

levels, all complete, as per specifications, drawings and instructions of the Engineer:

63 mm to 45 mm graded hard stone aggregate as per IRC specification for road and bridge, watering and compacting each layer (not exceeding 200 mm in thickness) to minimum of 85 % of original volume of stone stack including filling the interstices of stone aggregates with material as mentioned below:

Clean 40-mm nominal size stone laid in layers not exceeding 200 mm in thickness and lightly tamped.

Providing and laying nominal mix or design mix, Plain Cement Concrete as specified below, at all levels, for all kinds of works, such as mass concrete, lean concrete, bed blocks, mud-mat, grading, underbed, filling, screed concreting, paving, plinth protection, damp proof course, drains, gully chambers, trenches, etc., with all labour, material, equipment, handling, batching, transporting, pumping, including mix design, mixing (no stacking of material shall be done near the work area where concrete is being placed), conveying, placing and compacting, protecting and curing, testing, for all working conditions, etc., all complete, as per specifications, drawings and instructions of the Engineer.

Page 7: Nabinagar BOQ

BID DOCUMENT NO. CS-0370-318A-9 PAGE 12 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

13 7(d) M 20 (with graded aggregate of nominal size 12.5mm) nominal mix

Cu.M. 15014 7(f) M 20 (with graded aggregate of nominal size 20 mm) nominal mix

Cu.M. 360008

8 (a) For all works below ground level

15 8 (a)(ii) M 25 Cu.M. 470016 8 (a)(iii) M 30 Cu.M. 26000

8(b) For all works above ground level

Providing and laying design mix cement concrete, for Reinforced Cement Concrete works, as specified below, at all levels, for all kinds of works, with 20 mm nominal size graded stone aggregate (unless specified otherwise), ith all labour, material, equipment, handling, batching, transporting, testing, pumping, including mix design, mixing, conveying, placing and compacting, protecting and curing, testing,cleaning and finishing, rendering to give a smooth and even surface, for all working conditions, reparation of scheme for concreting and getting it pproved by the Engineer, etc., all complete, as per specifications, drawings and instructions of the Engineer.

Page 8: Nabinagar BOQ

BID DOCUMENT NO. CS-0370-318A-9 PAGE 13 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

17 8 (b)(ii) M 25 Cu.M. 20018 8 (b)(iii) M 30 Cu.M. 30019 9

214000DAMP PROOFING / PROTECTIVE LAYER

10

20 10(a)

Sq.M. 100

Providing and mixing as cement concrete admixtures - super plasticizers (including super plasticizers cum retarder, super plasticizers cum water proofing and super plasticizers cum pumping aid for concrete), at all levels, for all kinds of works, including all labour, material, equipment, handling, transportation, testing, etc., all complete, as per specifications, drawings and instructions of the Engineer/ manufacturers. Per Bag

(50Kg) ofCement

Providing and applying protective layer as specified below for damp proofing and water proofing to concrete structures, at all levels, for all kinds of works, including all labour, material, equipment, handling, transportation, testing, surface preparation, finishing, etc., all complete, as per specifications, drawings and instructions of the Engineer

Minimum two coats of hot bitumen of Industrial grade 85 / 25, conforming to IS: 702, mixed with 1% anti- tripping compound, on the plastered / unplastered concrete urface, @ 1.70 Kg. / Sq. M. (for all coats)

Page 9: Nabinagar BOQ

BID DOCUMENT NO. CS-0370-318A-9 PAGE 14 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

21 10(b)

Sq.M. 70REINFORCEMENT

11

11(a) For works below ground level M.T 522 11(a)(i) Mild steel reinforcement M.T 310023 11(a)(ii) High strength deformed TMT bars

11(b) For works above ground level24 11(b)(i) Mild steel reinforcement M.T 5

Tar extended two component coating system based on synthesized epoxy resin and amine adduct of minimum thickness 300 micron (dry film thickness), compatible to water, application in wet conditions and tolerant to under prepared surfaces.

Providing and placing reinforcement, as specified elow, in reinforced cement concrete and other allied works, at all levels, for all kinds of works (including einforcement for piling, machine foundations like top decks of TGs, BFPs FANs etc.) with all labour, material equipment, handling, transportation, cleaning, straightening, cutting, testing, including bending and placing, binding in position, concrete cover blocks, chairs and spacers, laps and anchorage, cover to reinforcement, preparation of bar bending schedules and getting it approved, all complete, as per specifications, drawings and instructions of the Engineer.

Page 10: Nabinagar BOQ

BID DOCUMENT NO. CS-0370-318A-9 PAGE 15 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

25 11(b)(iI) High strength deformed TMT barsM.T 100

FORMWORK AND STAGING12

26 12(a) For works below ground level Sq.M. 4600027 12(b) For works above ground level Sq.M. 5000

13

Providing and fixing plywood formwork with suitable overlay (film faced), for cast- in-situ, plain or reinforced cement concrete, to give an even and smooth surface to exposed faces of concrete, at all levels and for all kinds of works (except for the works of beams, columns and top deck of machine foundations supported on Vibration solation System) and sections (including curved surfaces, block outs / pockets, openings etc.), including block ype foundations with all labour, material, equipment, handling, transportation, shoring, strutting, scaffolding, staging, tieing, nailing, caulking, bolting, testing, ambering, cleaning, removal of formwork and staging, esign and preparation of scheme for formwork and getting it approved by the Engineer, etc., all complete, as per specifications, drawings and instructions of the Engineer.

Fixing in position as per construction drawings plywood/ steel formwork with suitable overlay (film faced), for cast-in- situ, reinforced cement concrete, to give an even and smooth surface to exposed faces

Page 11: Nabinagar BOQ

BID DOCUMENT NO. CS-0370-318A-9 PAGE 16 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

28

Sets 628 13(c ) For Concrete Volute Pumps

29 14

M.T 65

of concrete, at all levels and for the works of beams, walls, curved profiles, draft tube, volute etc. of Concrete volute type pumps and all kinds of sections (including curved surfaces, block outs / pockets, openings etc), with all labour, material, equipment, handling, transportation, shoring, strutting, scaffolding, staging, tieing, nailing, caulking, bolting, testing, cambering, cleaning, removal of formwork and staging, etc., all complete, as per specifications, drawings and instructions of the Engineer. The formwork shall be supplied by the equipment supplier/ Engineer. Fixing and removal of formwork, concreting etc. shall be carried out by the contractor under the supervision of equipment supplier/ Engineer

EMBEDDED PARTS (INCLUDING LAYING OF RAILS AND ANCHOR FASTENERS)

Transportation, erection and installation of embedded steel parts, supplied by the Engineer, at all levels, for all kind of works, including all labour, material, equipment, handling, transportation, setting material in concrete, transportation from anywhere within the project area to the place of work, layout, welding, bolting, drilling, cutting, scaffolding, holding in position, providing primer painting on exposed surfaces, etc., all complete, as per specifications, drawings and instructions of the Engineer.

Page 12: Nabinagar BOQ

BID DOCUMENT NO. CS-0370-318A-9 PAGE 17 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

15

30 15(a) MS pipes of all diameters Quintal 5031 15(b) Quintal 2

Providing, fabricating, transporting, erecting and installing, at all levels, mild steel / PVC pipes, for all kinds of works, including all labour, material, equipment, handling, transportation, setting material in concrete, layout, scaffolding, fabrication, cutting, grinding, drilling, bolting, welding, jointing, erection, embedding, holding in position, testing, etc., all complete, as per specifications, drawings and instructions of the Engineer.

PVC conduits of all sizes

Providing and fixing in position on reinforced concrete work (minimum grade of M - 20) electro galvanised (minimum thickness of galvanising 5 micron) steel anchor fasteners including with associated nuts / washers, uitable for pull out tensile load as per construction drawings, including all labour, material,equipment, handling, transportation,installation, fixing in position, setting fasteners in concrete, layout, drilling, lightening, bonding (mechanical or chemical),aligning, plugging of the abandoned hole with 1:3 (cement : sand, mortar) etc., all complete, as per specifications,drawings and instructions of the Engineer (pull out / Tensile load carrying capacity of each anchor shall vary from 250 Kg. to 5.00 M. T., as specified in the construction drawings).

Page 13: Nabinagar BOQ

BID DOCUMENT NO. CS-0370-318A-9 PAGE 18 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

32 16(a)

5033 16(b)

15034 17

M.T 5GROUTING

35 18(a)

Total tensile load carrying capacity for all medium duty anchors, each anchors having pull out / tensile load carrying capacity upto and including 1.0 M. T

M.T. (tensile load carryingcapacity)

Total tensile load carrying capacity for all heavy duty anchor, each anchors having pull out / tensile load carrying capacity more than 1.00 M. T. and upto including5.0 M. T.

M.T. (tensile load carryingcapacity)

Laying of rail using rails of 52 or 60 kg / m under supervision of Owner’s specialised agency, including all labour, material, equipment, handling, transporting, collection of rails etc., all complete, as per specifications, drawings and instructions of the Engineer. (Other items like concreting, grouting, anchor bolts, supporting plate to be paid separately under relevant items).

Providing and laying cement : sand grout (fluid mix and /or plastic mix) for grouting of block-outs, pockets,foundation bolt holes and underside of base plates, with grout consisting of 2 parts by weight of sand, 1 part by weight of cement, blended with, non-etallic anti-shrinkage admixtures in required proportions as specified by manufacturer / Engineer, including all labour, material, equipment, handling, transportation, surface preparation, mixing, placing, curing, testing etc., all complete, as

Page 14: Nabinagar BOQ

BID DOCUMENT NO. CS-0370-318A-9 PAGE 19 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

per specifications, drawings and instructions of the Engineer.Cu.Dm 4500

36 18(b)

Cu.Dm 1000JOINTS IN CONCRETE

19(a)

37 19(a)(i) 12 mm thick Sq.M. 1038 19(a)(ii) 25 mm thick Sq.M. 300

20

Providing and laying cement aggregate grout (stiff mix) for dry pack application for grouting of underside of base plates, where grout thickness is more than 40 mm, with cement concrete mix (1 : 1.25 : 2) by weight, blended with anti-shrinkage admixtures in required proportions, as specified by manufacturer / Engineer, including all labour, material, equipment, handling, transportation, surface preparation, mixing, placing, curing, testing, etc., all complete, as per specifications, drawings and instructions of the Engineer.

Providing and installing bitumen impregnated fiber board joint filler, conforming to IS : 1838, at joints in concrete, at all levels, including all labour, material, equipment, handling, transportation, testing, cutting, nailing, etc., all complete, as per specifications, drawings and instructions of the Engineer.

Providing following joints in concrete, all labour, material, type of material for at all levels, including equipment, handling, transportation, testing, cutting, bending, jointing, etc., all complete, as per

Page 15: Nabinagar BOQ

BID DOCUMENT NO. CS-0370-318A-9 PAGE 20 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

specifications, drawings and instructions of the Engineer.

39 20(a)R.M 350

40 20(b)

R.M 5041 20(c)

Sq.M. 250021

42 21(a)Kg 800

43 21(b) Two part polysulphide gun grade conforming to IS : 12118 Kg 50

For expansion joint, PVC water stops of minimum size 225 mm x 6 mm ribbed with central bulb

For construction joint, hydro swelling joint sealing flexible strip of nominal size 20 mm x 5 mm made of hydrophilic expanding rubber combined with chloroprene rubber.

For construction joints, cement slurry modified with acrylic polymer @ minimum 1.0 litre with every 3 kg. Of cement and 1.0 liter of water and applying this slurry on the concrete surface @ 2.0kg./sqm.

Providing and filling in position, sealing compound as specified below, including all labour, material, equipment, handling, transportation, testing, cleaning, mixing, heating, pouring / injecting sealing compound in gaps and joints, at all levels, application of primer, etc., all complete, as per specifications, drawings and instructions of the Engineer

Hot applied bitumen sealing compound, conforming to Grade A of IS : 1834

Page 16: Nabinagar BOQ

BID DOCUMENT NO. CS-0370-318A-9 PAGE 21 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

44 22

Cum 245 23(a)

Cu.Dm 100046 23(b)

DISMANTLING, CHIPPING AND MAKING AN OPENING IN RCC AND PCC

Dismantling concrete work (both PCC and RCC of all grades), for all types of structures, at all levels, including all labour, equipment, scaffolding, staging, stacking of serviceable material upto a lead of 500 m and disposal of unserviceable material upto a lead of 2 Km. beyond the plant boundary or as directed by the Engineer, cutting of reinforcement, propping, shoring, enclosures, including all labour, material, equipment, handling, transportation, etc., all complete, as per specifications, drawings and instructions of the Engineer.

Chipping of Cement Concrete work (both PCC and RCC), for all type of structures, at all levels, for making grooves, removing surface concrete etc., according to shapes, sizes and profiles as shown on the construction drawings, stacking of serviceable material upto a lead of 500 m, disposal of unserviceable material upto a lead of 2.00 Km. beyond the plant boundary or as directed by the Engineer, cutting of reinforcement, including all labour, quipment, scaffolding, staging, handling, transportation, propping and shoring, enclosures, etc., all complete, as per specifications, drawings and instructions of the Engineer

Making of Circular opening of diameter varying from 25 mm to 150 mm and depth upto 450 mm in cement concrete work

Page 17: Nabinagar BOQ

BID DOCUMENT NO. CS-0370-318A-9 PAGE 22 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

Sq.M. 247 23(c)

(both PCC and RCC) of all grades, for all type of structures, at all levels and for all positions, by coring using diamond bits for pockets / thorough opening according to size as shown on the construction drawings, stacking of serviceable material upto a lead of 500 m, disposal of unserviceable material upto a lead of 2.00 Km. beyond the plant boundary or as directed by the Engineer, finishing neatly the surface area of cement concrete exposed after creation of circular opening including all labour, equipment, scaffolding, staging, handling,transportation, propping and shoring, enclosures, etc., all complete, as per specifications, drawings and instructions of the Engineer.

Making of slit type opening of rectangular, square and or similar shape of varying size (in plan) and depth upto 450 mm in cement concrete work (both PCC and RCC, cutting of reinforcement) of all grades, for all type of structures, at all levels and for all positions, by sawing using wall saw machine with diamond bits, according to size as shown on the construction drawings, locating the reinforcement before making the opening, by use of rebar detector and obtaining specific clearance from the Engineer, if the cutting of the reinforcement bar are involved in the making of the opening, stacking of serviceable material upto a lead of 500 m, disposal of unserviceable material upto a lead of 2.00 Km. beyond the plant boundary or as directed by the

Page 18: Nabinagar BOQ

BID DOCUMENT NO. CS-0370-318A-9 PAGE 23 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

PRECAST CEMENT CONCRETE48 24

Cu.M 20

Engineer, finishing neatly the surface area of cement concrete exposed after creation of opening including all labour, equipment, scaffolding, staging, handling, transportation, propping and shoring, enclosures, etc., all complete, as per specifications, drawings and instructions of the Engineer.

Providing and laying all types of pre-cast cement concrete units (plain or reinforced) of grade M-25, in all kinds of works, like trench / floor covers, drain covers, fins, coping, facia, lintel, chajjas, wall panels, blocks for road edging, kerb block, separators, roof units, etc., at all levels, with graded stone chips (20 / 12.5 / 10 mm nominal size), including all labour, material, equipment, handling, transportation, formwork, batching, mixing, casting, compacting, curing, testing, rendering, exposed surface with cement sand mortar 1:3, handling, storing, transporting, for all leads and lifts, erection, setting in position with cement sand mortar 1:3, filling gaps between adjacent Pre-cast units with M-30 concrete or Cement Sand mortar 1:3, making of holes for bolts, / fixing/lifting, welding etc., all complete, as per specifications, drawings and instructions of the Engineer. (reinforcement, steel embedments and inserts, if provided, shall be paid separately under relevant items).

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 24 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

STRUCTURAL STEEL49 25

M.T 2026

Providing, fabrication, erection, installation and alignment of MS foundation bolt/ bolt assembly in concrete, along with nuts, lock nuts, anchor plates, stiffener plates, protection to treaded portion, preparation of fabrication drawing and getting the same approved etc., up to and including 80 mm diameter and upto and including 3000 mm length, including all labour, material, equipment, handling, transportation, etc., all complete, as per specifications, drawings and instructions of the Engineer.

Providing, fabrication, erection, alignment, welding, etc. of structural steel, mild steel, medium and high strength steel at all levels, involving rolled sections, (including rounds), pipes/ hollow sections, built-up sections fabricated out of plates and / or rolled sections (including pipes / hollow sections), chequered plates, etc., in columns, beams, gantry girders, crane girders, roof trusses, roof girders, trestles, galleries, portals, purlins, space frames, shear connectors, hangers, struts, monorail beams, stiffeners, wall beams, sheeting runners, brackets, stub columns, bracings, cleats, base plates, splice plates, chequered plate flooring, decking plates, floor plates, seal plates, diaphragms, steel frame grid over false ceiling, walkways, platforms, ladders, stairs, stringers, treads, landings, hand-rails, toe plates, rungs, insert plates, edge protection structures, embedments, lugs, posts, stays, gates

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 25 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

50 26(a) For Mild Steel, M.T 6450

louvers, lacings, stiffeners, gusset plates, washers, bunkers, silos, hoppers, casing pipe etc., including design of connections and splicing, preparation and checking of fabrication drawings and getting the same approved, site fabrication, collection of steel, straightening, preparation of cutting plans, cutting, bending and rolling, grinding, clearances, drilling, assembly, bolting, (supply of permanent bolts and nuts to be paid separately under relevant item), erection bolts and nuts (weight not payable), welding, edge preparation, pre- heating, post-heating, sequence of welding, testing of welders, inspection and testing of welds, (visual inspection, non destructive and special testing), rectification / correction of defective welding works, production test plate, primer painting with chlorinated rubber based zinc phosphate having minimum 50 micron Dry Film Thickness (DFT), erection mark, erection scheme, embedding in concrete, protection against damage in transit, ensuring stability of structures, installation of temporary structures, (weight of temporary structures not payable), setting column bases, etc., with all labour, material, consumables, equipment, handling, transportation, testing (mechanical and non-destructive), etc., and all other activities required for completion of the works, all complete, as per specifications, drawings and instructions of the Engineer.

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 26 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

26(c)

51 26(c )(i)M.T 50

52 26(a )(ii)

M.T 50053 26(a )(iii)

M.T 5900NS2

Extra over item 26 (a) above for work in CW liners of diameter ranging from 900mm ID to 3800mm ID in underground trench with concrete beds & surround or over ground on saddles including additional fittings like pipe pieces upto 3800mm ID, flanges of all types including Puddle flanges, bends of all angles, reducers, diffusers, junctions, tees, y-pieces, specials, stiffeners, dish end for pipes by cold pressing of plates etc. aligning, packing, strutting, internal bracing, erecting, welding, anchoring, fixing, grouting on saddles, connecting with existing CW liner/duct, welding of metal parts supplied by engineer, hydraulic testing and providing 3mm thick rubber gaskets for manholes conforming to IS:11149. (Excavation, backfilling, concrete, reinforcement, form work, grouting shall be measured separately under respective items. Rolled pipe section shall not be supplied by owner under these items)

900 mm ID to 1800mm ID (including 900mm ID but excluding 1800mm ID)

1800 mm ID to 2600mm ID (including 1800mm ID and 2600mm ID)

2600 mm ID to 3800mm ID (excluding 2600mm ID but including 3800mm ID)

Taking delivery of pipe from Owner’s store/ stockyard within plant boundary (Only straight pipes shall be supplied by Owner), transportation of same to Contractor’s

Page 22: Nabinagar BOQ

BID DOCUMENT NO. CS-0370-318A-9 PAGE 27 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

54 NS2(a)RM 14000

55 NS2(b)

RM 600056 NS2(c)

fabrication yard, design, preparation of the drawings and getting approval from owner, fabrication work required for making the pipeline from straight pipes and erection/laying of pipelines, at all levels, for all kinds of works in underground trench, overground on saddles/pedestals or on concrete/steel surface including embedded steel parts, RCC blocks etc. including additional fittings like pipe pieces, flanges, bends of all angles, tees etc. (Blind/counter flanges will be supplied by the owner. All bends/tees/pipe pieces shall be prepared from straight pipes), aligning, packing, strutting, erecting, welding, welding of metal parts supplied by owner, anchoring, fixing, connecting with pipelines; (excavation, backfilling, concrete, reinforcement, formwork, grouting, embedded steel parts shall be measured separately under respective items), complete as per Technical Specification and Drawings:

1000 mm NB size buried make-up water pipeline (3LPE coated straight pipes shall be supplied by Owner)

1000 mm NB size overground make-up water pipeline including supply and application of painting on outer surface as per technical specification (bare straight pipes shall be supplied by Owner)

Extra over item NS2(a) above for supply and application of heatshrink wraparound sleeves as per EN 12068 of 1000NB

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 28 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

Each 1400NS2(d)

57 NS2(d)(i) Bends upto and equal to 90 degrees RM 10058 NS2(d)(ii) Bends greater than 90 degrees RM 10059 NS3

Sets 128

diameter and 450mm width including surface preparation, application of epoxy at all joints for 1000 mm NB size buried make- up water pipelines

Extra over item NS2(a) above for supply and application of polyolefin tapes as per AWWA C 209 coating system of minimum 2.5 mm thickness consisting of a liquid adhesive layer, an inner layer and an outer layer tape at all bends for 1000 mm NB size buried make-up water pipelines (only bend length along centre line shall be considered for payment)

Design, manufacture, testing at works, supply, transportation, installation/erection, testing, commissioning, carrying out performance test, monitoring etc. of complete Impressed Current type Cathodic Protection System including providing all cables, cabling, panels etc. required for successful commissioning for the makeup water pipe line (referred under Item NS2 above complete as per Technical Specification and Drawings

Providing and applying high performance epoxy based Poly Amide cured painting system of approved colour and shade consisting of Zinc silicate primer,

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 29 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

60 28 (a)

M.T 75061 28 (b)

M.T 75062 28 (c)

intermediate (under) coat, finish coat and final finish coat including blast cleaning of steel surfaces to near white metal surface (Sa 2½), to steel surfaces of all types, shapes and sizes, at all levels, to achieve an even shade, including all labour, material, consumables equipment, handling, transportation, protection and cleaning, scaffolding, and staging, testing, etc., all complete, as per specifications, drawings and instructions of the Engineer.

Extra over item no. 26, for blast cleaning of steel surfaces to near white metal surface (Sa 2½) and applying Inorganic Zinc Silicate primer of minimum 75 micron (DFT), instead of primer coat of chlorinated rubber zinc phosphate (included under item no. 26), including touch up painting for the damaged surfaces of primer.

Applying intermediate (under) coat over inorganic Zinc Silicate primer, (excluding cost of primer), consisting of minimum 75 micron DFT epoxy based Titanium dioxide/ Micaceous iron oxide (pigmented) including touch up painting for the damaged surfaces of intermediate paint.

Applying finish coat over Intermediate (under) coat, (excluding cost of Intermediate coat), consisting of minimum 75 micron DFT Epoxy based colour pigmented finish Poly Amide cured paint and Final Finish coat with minimum 25 micron DFT Polyurethane colour pigmented finish paint, including final touch up painting

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 30 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

M.T 75063 29(a)

M.T 264 29(b)

for the damaged surfaces of Finish andFinal Finish Paint.

Providing, supplying, fabrication, transportation, erection and alignment including installation in position by bolting/welding/ screwing of factory made electro- forged gratings fabricated using mild steel conforming to IS : 2062, at all levels, in floorings, platforms, drain covers trench covers, walk-ways, passages, staircase treads with edge binding strips and anti- skid nosing etc. with all fittings and fixtures, (clips, bolts, self drilling and taping screws, nuts and lock washers) etc., self drilling and tapping screws, welding, edge preparation, painting by blast cleaning of steel surfaces to near white metal surface (Sa 2 ½) and applying high performance painting system consisting of zinc silicate primer (minimum 75 micron DFT) followed by intermediate coat (minimum 75 micron DFT) consisting of epoxy based Titanium dioxide/ Micaceous iron oxide and finished with finish coat (minimum 75 micron DFT) consisting of epoxy based coloured pigmented finish including all labour, material, equipment, handling, trans- portation, preparation of fabrication drawings, etc., all complete, as per specifications, drawings and instructions of Engineer.

Extra over item 29(a) above for finishing the fabricated grating unit with hot dipped galvanisation @ 610 g./ Sq. M. over blast/ chemically cleaned steel surfaces, instead

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 31 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

of painting with high performance painting system. M.T 265 30(a)

Quintal 1066 30(b)

Quintal 567 32

Providing and fixing in position at all level, permanent mild steel bolts (Property class 4.6 as per IS:1367 and Product grade ‘C’ as per IS:1363), nuts, washers, etc. upto and inclusive of 39 mm diameter and 300 mm long for structural steel works, including all labour, material, equipment, handling, transportation, testing, all complete, as per specifications, drawings and instructions of the Engineer.

Providing and fixing in position at all levels, high strength structural steel bolts (Property class 8.8 and product grade ‘C’ as per IS:1367) conforming to IS : 3757 and high strength structural hardened and tempered nuts (Property class ‘8’ as per IS:1367) conforming to IS : 6623 with hardened and tempered washers as per IS:6649 etc., up to and inclusive of 39 mm diameter and 300 mm long, installing the same as per IS:4000 for structural steel works including all labour, material, equipment, handling, transportation, testing, all complete, as per specifications, drawings and instructions of the Engineer

Dismantling of erected structural steel members at any elevation, lowering of material and carriage of dismantled material up to field fabrication shop or return to Owner’s store, including temporary dismantling, cutting, re-welding, supporting, and restoring to correct position

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 32 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

M.T 233

66 33(a) In erected position M.T 267 33(b) In fabrication yard M.T 2

of all temporarily dismantled members, realignment of adjacent connected members to their correct position, (Weight of such temporarily dismantled and adjacent members not to be paid), including all labour, material, equipment, handling, transportation, testing, etc., all complete, as per specifications, drawings and instructions of the Engineer.

Additions to, alterations in and / or modification of “Erection Marks” (of structural steel) either in erected position or in shop, including all labour, material, equipment, handling, transportation, cutting of parts, gouging of welds, cutting, grinding, fabrication, welding, drilling holes, straightening, removal of bends, raising to required levels, primer painting, with chlorinated rubber based zinc phosphate, touch up painting, transportation, return of unutilised steel pieces to the Owner’s store, temporarily dismantling, cutting, re-welding, supporting and restoring to correct position of all temporarily dismantled members, realignment of adjacent connected members to their correct position, (Weight of such temporarily dismantling and adjacent members not to be paid), etc., including all labour, material, equipment, handling, transportation, all complete, as per specifications, drawings and instructions of Engineer.

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 33 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

70 34

M.T 2MASONRY AND ALLIED WORKS M.T

36

Re-erection of dismantled fabricated structural steel members requiring addition to, alterations in and / or modification, (dismantling and additions to, alterations in and /or modification to be paid separately under relevant items), including all labour, material, equipment, handling, transportation, carriage of modified “Erection Marks” from the field fabrication shop to erection site, raising to required levels, aligning in position, tack welding, final welding, touch up painting, including temporarily dismantling, cutting, re-welding, supporting and restoring to the correct position of all temporarily dismantled members, realignment of adjacent connected members to the correct position, (Weight of such temporarily dismantled and adjacent members not to be paid), etc., all complete, as per specifications, drawings andinstructions of the Engineer.

Providing and laying in position brick masonry (with or without RCC band / reinforcement), with bricks of minimum crushing strength of 75 Kg/cm2, at all levels, for all kinds of works, for all thicknesses including all labour, material, equipment, handling, transportation, etc., in Cement Sand mortar of specified proportion, mixing mortar, laying bricks, raking out joints, scaffolding, staging, curing, including making holes /opening of

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 34 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

36(b)71 36(b)(i) with 1 : 6 (1 Cement and 6 Sand) mortar Cu.M 15072 36(b)(ii) with 1 : 4 (1 Cement and 4 Sand) mortar Cu.M 40

38

73 38(a) 18 mm thick, using 1:6 cement : sand mortar, in two layersSq.M. 460

size upto 0.1 Sq. M., etc., all complete, as per specifications, drawings and instruction of the Engineer. (RCC / Reinforcement /form work if provided any to be paid separately under relevant Items).

With burnt clay bricks conforming to IS : 1077

Providing cement sand plaster, as specified below in one or more layers, at all levels, for all types of masonry and / or concrete surfaces, (both interior and exterior) in all kinds of works (excluding grading under bed and lathe plaster) for skirting and dado, canopies, fins, facia, ceiling, slab, beams, columns, lintel, canopies, projections, stairs, landings, including forming groove of uniform size from 12 mm x 12 mm upto 20 mm x 15 mm in plastered surface, as per approved pattern using wooden batton, all labour, material, equipment, handling, transportation, scaffolding, staging, surface preparation, handling, mixing, mortar, application, plastering, formation of drip course, on the ceiling of the exterior projected surface, finishing, curing, testing, etc., all complete, as per specifications, drawings and instructions of the Engineer.

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 35 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

74 38(b)Sq.M. 580

75 38(d)Sq.M. 150

76 39(a)

Sq.M. 5077 39(b)

Sq.M. 900

12 mm thick, using 1:6 cement :sand mortar, in single layers

6 mm thick, using 1:4 cement : sand mortar, in single layers

Providing plastering (lathe) on Steel sections, grading underbed over roof and floors to achieve specified slope, (excluding cost of galvanised wire netting to be paid separately under relevant item) using 1 : 3 cement sand mortar, including all labour, material, equipment, handling, transportation, scaffolding, staging, surface preparation, handling, mixing, mortar, application, plastering, formation of drip course, on the ceiling of the exterior projected surface, finishing, curing, testing, etc., all complete, as per specifications, drawings and instructions of the Engineer.

Providing and fixing galvanised hexagonal wire netting of 0.9 mm wire diameter and 19 mm mesh size, for all types of members and all types of surfaces, for plastering on masonry / concrete/ steel sections, in all kinds of works, at all levels, including all labour, material, equipment, handling, transportation, scaffolding, etc., all complete, as per specifications, drawings and instructions of the Engineer. (Plastering to be paid separately underrelevant item).

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 36 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

41

78 41(a)(i) Acrylic distemper. Sq.M 24079 41(a)(ii) Acrylic distemper for ceiling without provision of plaster of paris,

Sq.M 15080 41(a)(iii) Acrylic emulsion paint Sq.M 160

WALL / CEILING FINISHESProviding and applying of minimum three coats of paint of approved colour, shade and make, and a coat of compatible primer, for all types of plastered and / or exposed concrete surface, in all kinds of works, at all levels, including preparation of surfaces by providing minimum 2 mm thick Plaster of Paris, to give even and smooth surface, all labour, material, equipment, handling, transportation, scaffolding, finishing, testing, etc., all complete, as per specifications, drawings, and instructions of the Engineer.

Providing and application of ready mix of two component, resin and polymer bonded granular textured coating finish, of approved colour, and shade for all types of plastered and / or exposed concrete surface, in all kinds of works, at all levels, including preparation of surface,preparation of working drawing, labour,material, equipment, handling, transportation, mixing, laying, applying finishing, testing, curing, making grooves, scaffolding, staging, etc., all complete, as per specifications, drawings and

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 37 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

instructions of the Engineer, for following nominal thicknesses:

81 43(b) 2.5 mm natural stone chips for external finish. Sq.M 460SHEETING AND ALLIED WORKS Sq.M

82 45 Providing, fitting and fixing troughed permanently colour coated metal decking, as floor / roof decking, of steel with zinc coated to class Z275 with minimum bare metal thickness ( i.e. excluding the thickness of coating and painting) of 0.8mm of grade G250 as per AS1397 / grade SS255 as per ASTM A653M / grade S250GD as per EN 10326 or with minimum bare metal thickness ( i.e. excluding the thickness of coating and painting) of 0.6mm of grade G350 as per AS1397 / grade SS340 class 4 as per ASTM A653M / grade S350GD as per EN 10326 or of grade G550 as per AS1397 / grade SS550 as per ASTM A653M / grade S550GD as per EN 10326 or alternatively aluminium feed material of minimum bare metal thickness of 0.9 mm of aluminium alloy of series 31000 and above as per IS : 737 and IS : 1254, steel / aluminium both colour coated with total coating thickness of 35 microns (nominal) dry film thickness (DFT) comprising of Silicon Modified Polyester (SMP with silicon content of 30% to 50%) paint or Polyester paint, of 20 microns (nominal) SMP or polyester paint on one side (exposed side) over 5 micron (nominal) primer coat and 5 micron

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 38 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

Sq.M 150083 46(a)

(nominal) SMP or Polyester paint over 5 micron (nominal) primer coat on other side, (SMP and Polyester paint shall conform to Product type 4 of AS/NZS 2728), and of approved profile, sectional properties (suitable for the specified loading / deflection and purlins / runner spacing), colour and shade, at all levels, including all labour, materials, handling, transportation, special coated fasteners conforming to corrosion resistant class 3 of AS 3566 and tested for 1000 hours salt spray test, scaffolding, equipment, end and side laps, cutting of openings, preparation of working drawings, testing, etc., all complete, as per specifications, drawings and instructions of the Engineer.

Providing, fitting and fixing troughed permanently colour coated sheets for roofing and side sheeting (with / without insulation), covering of exposed metal/ concrete / brick surfaces, of steel with zinc coated to class 275 with minimum bare metal thickness ( i.e. excluding the thickness of coating and painting) of 0.6mm of grade G250 as per AS1397 / grade SS255 as per ASTM A653M / grade S250GD as per EN 10326 or of steel with aluminium-zinc alloy coated to class AZ150 with minimum bare metal thickness ( i.e. excluding the thickness of coating and painting) of 0.5mm of grade G350 as per AS1397 / grade SS340 class 4 as per ASTM A792M / grade S350GD as per EN 10326 or of steel with aluminium-zinc alloy coated to class AZ150 with minimum bare

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 39 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

Sq.M 3500

metal thickness ( i.e. excluding the thickness of coating and painting) of 0.4mm of grade G550 as per AS1397 / grade SS550 as per ASTM A792M / grade S550GD as per EN 10326 or alternatively aluminium feed material of minimum bare metal thickness of 0.7 mm of aluminium alloy of Series 31000 and above as per IS :737 and IS : 1254, steel / aluminium both colour coated with total coating thickness of 35 microns (nominal) dry film thickness ( DFT) comprising of Silicon Modified Polyester (SMP with silicon content of 30% to 50%) paint or Polyester paint, of 20 microns (nominal) SMP or polyester paint on one side ( exposed face), over 5 micron (nominal) primer coat and 5 micron (nominal) SMP or Polyester paint over 5 micron (nominal) primer coat on other side (SMP and Super Polyester paint shall conform to product type 4 of AS/NZS 2728), and of approved profile, sectional properties, (suitable for the specified loading / deflection and purlins / runner spacing), colour and shade, at all levels, including all labour, materials, equipment, handling, transportation, special coated fastener conforming to corrosion resistant Class 3 of AS3566 and tested for 1000 hours salt spray test, scaffolding, equipment, end and side laps, cutting of openings, preparation of working drawings, testing, etc., all complete, as per specifications, drawings and instructions of the Engineer (insulation, if provided, shall be paid separately under relevant item).

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 40 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

84 46(b)Sq.M 50

85 47

Extra over item no. 46(a) for crimping and curving

Providing, fitting and fixing plain permanently colour coated sheets, for ridge and hips, flashing / trimming / closure for vertical / horizontal joints, capping etc., having steel with zinc coated to class 275 with minimum bare metal thickness (i.e. excluding the thickness of coating and painting) of 0.6mm of grade G250 as per AS1397 / grade SS255 as per ASTM A653M/grade s250GD as per EN 10326 or steel with aluminium-zinc alloy coated to class AZ150 with minimum bare metal thickness (i.e. excluding the thickness of coating and painting) of 0.5mm of grade G350 as per AS1397 / grade SS340 class 4 as per ASTM A792M / grade S350GD as per EN 10326 or steel with aluminium-zinc alloy coated to class AZ150 with minimum bare metal thickness (i.e. excluding the thickness of coating and painting) of 0.4mm of grade G550 as per AS1397 / grade SS550 as per ASTM A792M / grade S550GD as per EN 10326 or alternatively aluminium feed material of minimum bare metal thickness of 0.70 mm of aluminium alloy of Series 31000 and above as per IS : 737 and IS : 1254, steel / aluminium both colour coated with total coating thickness of 35 microns (nominal) dry film thickness (DFT) comprising of Silicon Modified Polyester (SMP with silicon content of 30% to 50%) paint or Polyester paint, of 20 microns (nominal) SMP or polyester paint on one side (exposed face),

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 41 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

S.q.M 50FLOOR FINISHES

51

over 5 micron (nominal) primer coat and 5 micron (nominal) SMP or Polyester paint over 5 micron (nominal) primer coat on other side (SMP and Polyester paint shall conform to Product type 4 of AS/NZS 2728), and of approved profile, sectional properties, (suitable for specified loading / deflection and purlins / runner spacing), colour and shade, at all levels, including all labour, materials, equipment, handling, transportation, special coated fasteners conforming to corrosion resistant Class 3 of AS3566 and tested for 1000 hours salt spray test, scaffolding, equipment, end and side laps, cutting of openings, preparation of working drawings, testing, etc., all complete, as per specifications, drawings and instructions of the Engineer (insulation, if provided, shall be separately under relevant item).

Providing and laying following floor finishes of approved shade and colour (non - premium colours), over under bed of cement mortar / concrete, at all levels and for all kind of works, elevations, on horizontal and vertical surfaces for all types of work (like flooring, skirting, dado, wall lining & facing, tread and risers etc.), including all workmanship, preparation of working drawings, topping, spreading white cement slurry at an average rate of 2.5 kg/Sq. M., (unless noted otherwise), jointing and joint filling with white cement (unless noted otherwise) slurry mixed with

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 42 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

51(a)(i)

86 51(a)(ii) Min. 600 mm x 600 mm Sq.M 6087 51(b)

Sq.M 130088 51(c)

colour pigment, to match the shade of the finishing material, laying to plumb and water level in desired pattern, line and flush butt square jointing, curing, rubbing, grinding, polishing, edge moulding, finishing and cleaning, testing, providing opening of required size and shape, casting in panels wherever specified, including all labour, material, equipment, scaffolding, handling, transportation, etc., all complete, as per specifications, drawings and instructions of the Engineer. (Under bedding of cement mortar / concrete (PCC), if provided, shall be paid separately under relevant item). (Note: The sizes of tiles specified herein below are the minimum acceptable sizes.)

Mirror polished Vitrified ceramic tiles ( min 9.5mm thk) with 3mm groove joints as per approved pattern pointed neatly with 3X4mm stainless epoxy grout SP- 100 of Laticrete or approved equivalent in approved colour to match colour of tile.

Metallic hardener topping with ordinary grey cement - 12 mm thick (in-situ) with metallic floor hardener in varied colours (Battle ship gray/Fresh Grey/Black/seal Brown/Terra Cota/Tile Red) with cleaned and graded iron aggregate in a high strength cementitious binder.

Heavy duty cement concrete tiles 300 mm x 300 mm using white cement with

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 43 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

Sq.M 1089 51(d)(i)

Cu.M 5090 51(e)

Sq.M 10091 51(n)

Sq.M 3092 52

Sq.M 22

pigment, with hard and abrasion resistant carborundum / quartz chips for wearing course.

Interlocking concrete blocks of various sizes and thickness having M 35 grade of concrete and pigmented to specified colours, in different pattern including the preparation of sub-base with 20mm thick sand and filling of joints with sand (hard stone aggregate sub-base if provided shall be paid under relevant item.)

Finishing the concrete/ mortar surfaces topping with neat cement slurry (with ordinary grey cement).

Designer ceramic wall tiles of size 300mm x 200 mm (as per IS: 13753)

Providing and laying 20 mm thick acid resistant tile on horizontal and vertical surfaces, at all levels for all type of works including one coat of bitumen primer followed by 12 mm thick bitumastic layer, 20 mm thick A.R. tiles, 6 mm thick under- bed by potassium silicate mortar, pointing of joints of tiles with acid/alkali resistant epoxy /furane mortar upto a depth of 20 mm and bitumastic end sealing. The item shall include all labour, material,equipment, scaffolding, handling, transportation, preparation of surfaces etc all complete as per specifications, drawings and instructions of the Engineer.

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Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

92 53

R.M 60

DOORS, WINDOWS, PARTITIONS, ETC.Providing, fitting and fixing in position, pressed or cold rolled steel door frames of profile A, as per IS : 4351, manufactured from mild steel sheet of 1.25 mm thickness, for wooden or other non-metallic shutters, at all levels, for all kind of works, including all labour, material, workmanship, preparation of working drawings, equipment, handling, transportation, hinges, jamb, lock jamb, bead and mild steel angle threshold section 50x25 mm, or base ties of 1.25 mm pressed mild steel, welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb, steel butt hinges 2.5 mm thick with mortar guards, lock strike plate and shock absorbers, handling, blast cleaning of steel surfaces to near white metal surface (Sa 2½ of Swedish standard), applying inorganic zinc silicate primer of minimum 75 micron (DFT), followed by intermediate coat of minimum 75 micron (DFT) epoxy based titanium dioxide / micaceous iron oxide pigmented and finish coat of minimum 75 microns (DFT) of epoxy based coloured pigmented finish polyamide cured paint and final finish coat with minimum 25 micron DFT polyurethane colour pigmented paint etc., all complete, as per specifications, drawings and instructions of the Engineer.

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 45 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

94 54

Sq.M 595 56(A)

Providing, fitting and fixing in position, solid core flush door shutter, as per IS : 2202 (Part-II), 35 mm thick homogeneous Particle Board (decorative Veneerprelaminated on both sides), bonded with BWP type Phenol Formaldehyde Synthetic Resin conforming to IS : 3087, Type-1, 35 X 25 mm teak wood beading/sealing frame in extruded aluminium section all around, at all levels, for all types of work, including all labour, material, equipment, handling, transportation, workmanship, preparation of working drawings, tower bolt, sliding bolt, handles, knobs, door stoppers, (all fittings shall be of anodised aluminium and electro colour dyed), hydraulic door closure, screws, morticed lock (6 lever), provision of vision panels, etc., all complete, as per specifications, drawings and instructions of the Engineer.

Providing, fitting and fixing in position, hollow metal double sheet plain shutter (45 mm thick) steel doors, at all levels and for all type of works, including all labour, material, equipment, handling, trans- portation, workmanship, preparation of working drawings, pressed steel frames, shutters, mastic caulking, grouting frames, hold fasts, butt hinges, tower / sliding bolts, handles, Aldrops, door stoppers, hydraulic door closures, locks, screws, handling, blast cleaning of steel surfaces to near white metal surface (Sa 2 ½ Swedish standard), applying inorganic zinc silicate primer of minimum 75 microns (DFT), followed by intermediate coat of minimum

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Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

Sq.M 1096 56(c )

Sq.M 1097 57(a)

75 micron (DFT) epoxy based titanium dioxide / micaceous iron oxide pigmented and finish coat of minimum 75 microns (DFT) of epoxy based coloured pigmented finish polyamide cured paint and final finish coat with minimum 25 micron DFT polyurethane colour pigmented paint filling with insulation, wherever required, etc., all complete, as per specifications, drawings and instructions of the Engineer (insulation, if any provided, shall be paid separately under the relevant item).

Extra for providing EPDM gaskets along the periphery on hollow metal door shutters to make them air tight.

Providing, fitting and fixing in position, fire proof single leaf/double leaf metal doors, with insulation,conforming to IS: 3614, Parts II & BS 476, Part-22 and having a fire rating of two hours (minimum), at all levels and for all type of works, including all labour, material, workmanship including preparation of working drawings, equipment, handling, transportation, steel frames, shutters, insulation, fittings, hinges, panic device having panic lock, latch, horizontal full width lever, openable on pressing door stoppers, hold-fasts/expanding anchor bolts, bolting arrangement, grouting frames, blast cleaning of steel surfaces to near white metal surface (Sa 2 ½ Swedish standard), applying inorganic zinc silicate primer of minimum 75 microns (DFT) and finish with suitable fire retardant painting system,

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Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

Sq.M 2598 57(b)

Each 499 58

testing, etc., all complete, as per specifications, drawing and instructions of the Engineer.

Extra above item 57(a) for Supply and installation of Vision Panel of size 300x600 mm of clear size with 6 mm thick 2 hours fire rated 'Schott Glass' at required location on door shutters (as per drawing).

Providing, fitting and fixing in position, at all levels, for all type of works, anodised aluminium work, for doors, windows, ventilators, partitions, cover strips at expansion joints, dividing strips in floors etc., with extruded standard tubular and other sections, including all labour, material, equipment, handling, transportation, accessories, conforming to IS : 733 and IS : 1285, anodised and Electro colour dyed to required colour and shade, according to IS: 1868 and IS : 11857 (Minimum anodic coating of Grade AC 15), fixed with metal expansion fasteners, screws or fixing clips, necessary filling up of gaps at junctions, at top, bottom and sides, with required neoprene felt for bi-metallic protection, preparation of working drawings, aluminum cleat angle, aluminium snap-on-beading for glazing / panelling, all fittings and fixtures (like tower bolts, handles, door stopper with rubber shoes, aldrops, stays, floor springs/ hydraulic door closures, etc.), C.P. brass/ stainless steel screws, fixing hinges / pivots, making provision for fixing of fittings wherever required, neoprene gasket, etc.,

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 48 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

Kg 1750100 59

Kg 5060(a)

Sq.M

all complete, as per specifications, drawings and instructions of Engineer (Glazing /panelling shall be paid separately under relevant items).

Providing, and fixing in position, anodised aluminium sections in window grills/nest, and associated aluminium beading, of all sizes and thickness and as per approved design pattern, at all levels and for all type of work, elevations, including all labour, material, equipment, handling, transportation, workmanship, preparation of working drawings, with or without openings for operating window handles, testing, handling, testing, etc., all complete, as per specifications, drawings and instructions of the Engineer.

Providing, manufacturing, assembling, fitting and fixing in position, rolling steel shutters and accessories at all levels, and for all type of work, including all labour, material, equipment, handling, transportation, fittings and fixtures, locking arrangements, manual operation / gear arrangement / electric motor drive and associated cabling, preparation of working drawings, blast cleaning of steel surfaces to near white metal surface (Sa 2 ½)of Swedish standard, applying inorganic zinc silicate primer of minimum 75 microns (DFT), followed by intermediate coat of minimum 75 micron (DFT) epoxy based titanium dioxide / micaceous iron oxide pigmented and finish coat of minimum 75 microns (DFT) of epoxy based coloured

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 49 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

101 60(a)(i) For Geared arrangementSq.M 20

102 60(a)(iii) For electric motor drive along with cabling Sq.M 75103 60(a)(iv)

Sq.M 5Kg

62

104 62(a)(i) 4 mm thick clear float glass Sq.M 120105 62(c)(i) 6 mm thick wired glass Sq.M 270

pigmented finish polyamide cured paint and final finish coat with minimum 25 micron DFT polyurethane colour pigmented paint etc., all complete, as per specifications, drawings and instructions of the Engineer

Extra over item no. 60 a (ii) for provision of rolling grill portion of height 0.5m at top, middle & bottom in the rolling steel shutter (only grill portion to be measured under this item)

GLASS AND GLAZINGProviding, fitting and fixing in position, glazing, of superior (selected) quality, first grade glass, at all levels, for all kind of work, including all labour, material, equipment, handling, transportation, scaffolding, staging, workmanship, preparation of working drawings, cleaning after filling and fixing, etc., all complete with all clips, beading, silicon gasket , mastic, drilling, etc., as required as per specifications, drawings and instructions of the Engineer with following thickness and quality (anodised aluminium work including beading shall be paid separately under relevant item).

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 50 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

106 62(c)(ii) 6 mm thick tinted glass Sq.M 20107 62(f)

Sq.M 10WATER PROOFING

108 63(a)

Composite double glazing, 24mm thick consisting of 6mm thick clear float glass on inner side and 6mm thick reflective toughened glass on outer side. The twoglasses shall be separated by 12mm air- gap and hermatically sealed by beading of anodized aluminium with outer edge sealed with silicon sealant. Outer glass of 6mm thickness shall have following technicalcharacteristics: Solar factor 25% or less, U-value less than 2.268 W/ SQMK,VLT min 30%: The glass to be used should be from the manufacturers of glass like Glavebel(Belgium), Saint Gobain (India) or Asahi (India) or equivalent. The glass should be free from distortion and thermal stress.

Providing, laying and fixing in position, water proofing treatment for roof, for water retaining structure, basement type of underground structure by using High Solid content liquid applied urethane based elastomeric membrane to give uniform jointless dry film thickness of minimum 1.5 mm (as per ASTM C 836 and C 898), laid over reinforcing layer of polyscrim cloth or non woven geo-textile, including all labour, material, equipment, workmanship, preparation of working drawings, preparatory work, applying primer coat of polymerised mastic to achieve smooth

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 51 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

Sq.M 1800FALSE CEILING

64

surface, laying reinforcing layer of polyscrim cloth or non woven geo-textile, finishing with elastomeric membrane, including sealing of joint at junction of horizontal surfaces with vertical surfaces and at panel junctions of wearing course by non-bitumastic sealant / elastomeric compound, etc. at all levels and for all type of work, in vertical and horizontal surfaces, handling, scaffolding, transporting, testing, etc., all complete, as per specifications, drawings and instructions of the Engineer. (Wearing Course, fillet, if provided, shall bepaid under relevant item.)

Providing and fixing Glass Fibre Reinforced Gypsum plaster board (as per IS:2095 Part-1) false ceiling system having fine texture finish, at all levels, for all kind of work, which includes providing & fixing G.I.perimeter Channels of size 0.55 mm thickness having one flange of 20 mm and another flange of 30 mm, and a web of 27mm alongwith perimeter of ceiling, screw fixed to brick wall / partition with the help of nylon sleeves & screws at 610 mm centres. Then suspending G.I. intermediate channels of size 45 mm, 0.9mm thick with two flanges of size 15 mm each from the soffit at 1200mm centres with ceiling angle of width 25 mm x 25 mm x 0.55 mm thick fixed to soffit with G.I. cleat and steel expansion fastner. Ceiling section of 0.55 mm thickness having knurled web of 51.5

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 52 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

109 64(a)(i0

Sq.M 60FENCING AND GATES

66

mm and two flanges of 26 mm each with lips of 10.5 mm are then fixed to the intermediate channel with the help of connecting clips and in direction perpendicular to the intermediate channel at 457 mm centres. 12.5mm thick GRG Board is then screw fixed to ceiling sections with 25 mm dry wall screws at 230 mm centres. The item to include all labour, material, supporting grid system equipment, handling, transportation, workmanship, expansion fasteners for suspension arrangement from RCC, preparation of working drawings, providing openings for AC ducts, return air grills, light fixtures, etc., all complete as per specifications, drawings and instructions of the Engineer. (catwalkway grid, if provided, shall be paid separately under relevant item).

12.5 mm thick Glass fibre reinforced gypsum plaster board, finished flat (seamless)

Providing and installation of Fencing, for Transformer Yard, boundary wall and other areas, including all labour, material, workmanship, including preparation of working drawings, equipment, fixing on structural steel members, all fixtures, clips, transportation, handling, etc., all complete, as per specifications, drawings and instructions of the Engineer. (Structural Steel posts and stays, toe wall, brickwall,

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 53 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

110 66(a)

Sq.M 100111 67

Kg 2000

concrete, etc., if provided, shall be paid separately under relevant item).

Comprising of PVC coated chain link, mesh size 75 mm, diameter of the PVC coated wire as 4 mm (minimum), diameter of bare wire not less than 2.5 mm, as per IS: 272

Providing, fabrication, transportation and erection of structural steel work in gates, conforming to IS : 2062, including all labour, material, equipment, workmanship, preparation of working drawings, transportation, handling, hardware, fixtures and fittings like fabricated hinges, mild steel Aldrops, locking arrangement, tower bolts, pipes, stubs / post, tempered steel template, tempered steel pivots, Guide track of MS Tee, bronze aluminium ball and bearing arrangement, castor wheel, placing in position embedded parts in concrete/brick work/road surface, cutting, grinding, drilling holes, welding, blast cleaning of steel surfaces to near white metal surface (Sa 2 ½), applying inorganic zinc silicate primer of minimum 75 micron (DFT), touch-up painting, application of intermediate (under) coat of minimum 75 micron (DFT) epoxy based titanium dioxide / micaceous iron oxide, followed by finish painting with Epoxy based colour pigmented finish Poly Amide cured paint, all complete, as per specifications, drawings and instructions of the Engineer.

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 54 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

WATER SUPPLY, DRAINAGE & SANITATION68(a)

112 68(a)(i)

Quintal 3113 68(a)(ii)

Quintal 50114 69

Providing and fixing, including preparation of working drawings, medium grade galvanised (galvanising shall be as per IS:4736) mild steel pipes, conforming to IS:1239, for water supply and rain water down comer, at all levels, for all kind of work, including supply & installation of gate valves of suitable size, laying, installation, jointing of pipes and fittings, with all labour, material, equipment, tees, bends, elbows, couplings, flanges, reducers, plugs, clamps, cutting, forming chases and making good the walls, testing, disinfecting, etc., all complete, as per specifications, drawings and instructions of the Engineer, for following nominal bores (NB)

20 mm (NB) to 40 mm (NB) (pipe for water supply) inclusive of 20 mm (NB) and 40mm (NB)

100 mm (NB) to 150 mm (NB) (pipe for rain water down comer) inclusive of 100 mm (NB) and 150 mm (NB) (without gate valves)

Providing and fixing oxidised brass stop cocks of size 20 mm (NB) to 40 mm (NB), conforming to IS : 781, at all levels, for all kind of work, with all labour, material, equipment, etc., all complete, as per

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 55 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

specifications, drawings and instructions of the Engineer Kg 2070 Providing the toilet block consisting of fitting and fixtures as

specified below, with built in floor drain, shower rose of adjustable multi-spread spray, one number HDPE loft type / overhead water storage tank, as per IS : 12701 and of 500 liters capacity, complete with float valve, overflow drainage pipe arrangement, GIconcealed water supply pipe of minimum 12 mm dia of medium class, cast iron sanitary pipe (with lead joints) of minimum 75 mm diameter, floor trap with stainless steel grating, inlet and outlet connections for supply and drainage, with all bends, tees, junctions, sockets, etc., as are necessary for the commissioning and efficient functioning of the toilet block (all sanitary items shall be of first quality Vitreous China and of approved colour, all sanitary fittings shall be of heavy duty chrome plated brass), including preparation of working drawings, with all water supply, granite counter, embedded service pipes, (water supply and sanitary) and flexible brass pipes, bib cocks, stop cocks, brackets, etc., installation of sanitary items and fittings, fixtures, laying installation) and jointing of pipes and fittings, with all labour, material, equipment, etc., all complete, as per specifications, drawings and instructions of the Engineer. (Masonry, wall & floor finishing items shall be paid separately under relevant items).

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 56 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

115 70(a)

Each 1116 70(e)

Each 171(b)

117 71(b)(i) 30 litres water capacity Each 1

One number wall mounted coloured (excluding premium colours) glazed vitreous China European water closet and flushing valve system, water faucet, toilet paper holder, one number colour (excluding premium colours) glazed ceramic oval shaped wash basin 400x550 mm (approx.) mounted over granite beveled edge counter fitted with photo- voltaic control system for water controls, bottle trap, one number looking mirror 600 x 900 x 5.5 mm, edge mounted with teak beading and minimum 12 mm thick plywood backing, one number stainless towel rail 600 x 20 mm, one number liquid soap dispenser, one stainless steel shower tray (900 x 900 mm)

Extra above 70(a) for providing and fixing One number white glazed vitreous China flat back lipped urinal of 390 x 375 x 610 mm (approx) fitted with photo-voltaic controls for flushing system, with white glazed vitreous China partition of standard size, fixed with C.P. Brass bottle trap complete.

Providing and fixing water cooler with all required fittings complete in all respect with all provisions of drainage and water supply including raised platform/space for the same, janitor's space of adequate size with shelves and side openable wooden shutter

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 57 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

72

118 72(a) 100 mm (NB) R.M 20119 72(b) 150 mm (NB) R.M 20

73

Providing, laying and fixing, including preparation of working drawings, sand cast iron soil, waste and ventilation pipes, at all levels, for all kind of work, conforming to IS : 1729, for above ground works, with all fittings and fixtures, junctions, bends, offset, etc., with perfectly air and water tight lead joints, floor trap (Nahni type), slotted vent cowl, CI grating cover for gully trap including laying, installation and jointing of pipes and fittings, with all labour, material, equipment, coal tar coating, finish painting with two coats of ready mixed black bituminous paint, holders, and clamps, cutting and making good walls, floors, etc., all complete, as per specifications, drawings and instructions of the Engineer

Providing, laying and installing cast iron pressure soil pipe class LA, conforming to IS : 1536, at all levels, for all kinds of work, with all fixtures and fittings, junctions, bends, offset, etc., (fittings shall conform to IS : 1538), rubber tight joints for underground pipe work, including laying, installation and jointing of pipes and fittings, with all labour, material, equipment, perfectly air and water tight joints, coal tar coating, etc., all complete, as per specifications, drawings and instructions of the Engineer. (excavation and filling shall be paid separately under relevant items).

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 58 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

120 73(a) 150 mm (NB) R.M 40121 71(d) 200 mm (NB) R.M 40

74

122 74(b) 300 mm NB, class NP3 R.M 20123 74(d) 300 mm NB, class NP3 R.M 100124 74(f) 300 mm NB, class NP3 R.M 50125 74(g) 300 mm NB, class NP3 R.M 50126 74(h) 300 mm NB, class NP3 R.M 250

75

providing and laying non-pressure RCC pipes, conforming to IS : 458, at all levels,for all kinds of work, collar jointed with stiff mixture of 1 Cement : 2 Sand mortar, including laying installation and jointing of pipes and fittings, with all labour, material, equipment, testing, etc., all complete, as per specifications, drawings and instructions of the Engineer. (excavation and filling shall be paid separately under relevant items).

Constructing RCC manhole of grade M25, with inside concrete surfaces finished with a floating coat of neat cement slurry, making / benching in cement concrete M -20 grade, neatly finished with floating coat of cement slurry, M.S. Rungs, heavy duty CI covers with frame, sealing of manhole covers with thick grease, 560 mm internal diameter as per IS : 1726, coating andpainting of MS rungs, including making connection of drain or sewer line, all labour,

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 59 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

R.M127 75(b)

Each 1EARTHING MAT

128 78

M.t 10UNDER DRAINAGE

129 150

material, equipment, handling, transportation, excavation, backfilling, disposal of surplus earth upto a lead of 1 Km. within the plant boundary concreting, etc., all complete, as per specifications, drawings and instructions of the Engineer. (concreting, formwork, reinforcement and MS rungs, if provided, shall be paid separately under relevant items)

1200 mm ID (inside diameter) at bottom and 560 mm ID at top, depths 0.90 M to 2.30 M

Providing and installation of Earthing Mat (grounding system), using 40 mm diameter (nominal) mild steel bars, in form of grid, placed at a nominal depth of one metre from finished ground level, including preparation of working drawing, all labour, material, equipment, handling transportation, ground electrode, risers, all excavation, back filling, disposal of surplus excavated material upto a lead of 2 Kms outside the plant boundary, bending, welding, laying, coating bitumen on welded areas of riser / pigtails, over two coats of red oxide primer, dressing, finishing, etc., all complete, as per specifications, drawings and instructions of the Engineer.

Supplying and fixing pressure relief valves of 100mm internal diameter made of PVC

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 60 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

Each 400130 151

Cu.M 2200131 152

R.M 3000132 153

Cu.M 400

pipe to be fixed in RCC base slab including cost of all materials, labour, leads, lifts, dewatering, testing etc. complete as per technical specifications, drawings and directions of the Engineer

Supply and laying of filter for longitudinal & transverse drains around perforated PVC pipe in sizes and arrangements as shown in drawings and as specified in IS:4558 for under drainage including spreading in layers and compacting the same as per specification and relevant codal provisions including cost of materials, labour, leads, lifts, testing, dewatering, dressing the bed complete (excluding cost of excavation which shall be paid under excavation item)

Supplying and laying perforated PVC pipe of 180mm nominal outside diameter Class 5 as per IS: 4985 for under drainage arrangement including cost of all jointing, materials, labour, leads, lifts, dewatering, testing etc. complete as per specifications and directions of the Engineer.

Supplying and laying well designed filter comprising of well graded coarse sand of fineness modulus (FM) 1.5 or above as per IS: 4558 on underside of raft including the cost of labour, equipment, material, all leads and lifts, compacting, dressing the bed, dewatering etc. complete as per specifications, drawings and instructions of the Engineer (excluding cost of excavation which shall be paid under excavation item)

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 61 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

STOP LOGS, TRASH RACK & LIFTING BEAM154

Cu.M133 154(a)(i)

Sets 2134 154(a)(ii) Embedded parts (1st & 2nd stage) for stop logs of CWPH Sets 6135 154(a)(iii) Lifting beam for stop logs of CWPH Each 1136 154(a)(iv)

Each 1137 154(b)(i)

Sets 2

Design, preparation of fabrication drawings, fabrication, supply including freight & insurance, painting, erection, testing of structural steel stop logs, along with first and second stage fittings and fixtures, setting embedded parts like seal seats, tracks, guides from bottom of sump to top of operating floor, latches etc. in second stage concreting and grouting, if required, along with lifting beam complete as per specifications, approved drawings and direction of Engineer (Structural steel shall not be supplied by the Owner for this item).

Stop log in set of four units, consisting of one top unit and three interchangeable units, to cover a clear opening of size 5.6M x 5.0M in CWPH

Monorail Hoist with motor complete of min. capacity 5.0 tonne for stop logs of CWPH

Stop log in set of two units to cover a clear opening of size 1.5M x 2.5M in SACW Pump House

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 62 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

138 154(b)(ii) Set 3

139 154(b)(iii) Lifting beam for stop logs of SACW Pump House Each 1140 154(b)(iv)

Each 1141 154(c)(i)

Sets 2142 154(c)(ii)

Sets 5143 154(c)(iii) Lifting beam for stop logs of Raw water Pump House Each 1144 154(c)(iv)

Each 1145 154(d)(i)

Set 2146 154(d)(ii)

Set 2147 154(d)(iii) Lifting beam for stop logs in lead channel of Raw water Pump House

Each 1

Embedded parts (1st & 2nd stage) for stop logs of SACW Pump House

Monorail Hoist with motor complete of min. capacity 2.0 tonne for stop logs of SACW Pump House

Stop log in set of two units to cover a clear opening of size 2.2M x 2M in Raw water Pump House

Embedded parts (1st & 2nd stage) for stop logs of Raw water Pump House

Monorail Hoist with motor complete of min. capacity 5.0 tonne for stop logs of Raw water Pump House

Stop log in set of three units to cover a clear opening of size 5.0M x 5.0M in lead channel of Raw water Pump House

Embedded parts (1st & 2nd stage) for stop logs in lead channel of Raw water Pump House

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 63 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

148 154(d)(iv)

Each 1

155

149 155(a)(i)

Set 7150 155(a)(ii) Embedded parts (1st & 2nd stage) for trash rack of CWPH Set 6151 155(a)(iii) Lifting beam for trash rack of CWPH Each 1152 155(a)(iv)

Each 1

Monorail Hoist with motor complete of min. capacity 5.0 tonne for stop logs in lead channel of Raw water Pump House

NOTE: In case of variation in size of opening, payment shall be made in proportion to the actual area vs area stipulated in this item.

Design, preparation of fabrication drawings, fabrication, supply including freight and insurance, painting, erection of structural steel (min. 10 mm thick flat for grill to be used) vertical lift removable type trash racks along with first and second stage fittings and fixtures, setting embedded parts like guides, tracks, latches, etc. in second stage concreting and grouting if any required along with common lifting beam complete as per specifications, approved drawings and direction of Engineer (Structural steel shall not be supplied by the Owner for this item).

Trash rack with clear opening of size of grill 100mm x 100mm to cover a clear opening of size 5.6M x 9.6M consisting five units to form a set for CW Pump House

Monorail Hoist with motor complete of min. capacity 5.0 tonne for trash rack of CWPH

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 64 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

153 155(b)(i)

Set 4154 155(b)(ii)

Set 3155 155(b)(iii) Lifting beam for trash rack of SACW Pump House Each 1156 155(b)(iv)

Each 1157 155(c)(i)

Set 6158 155(c)(ii)

Set 5159 155(c)(iii) Lifting beam for trash rack of Raw water Pump House Each 1160 155(c)(iv)

Each 1

Trash rack with clear opening of size of grill 100mm x 100mm to cover a clear opening of size 1.5M x 5.0M consisting of three units to form a set for SACW PumpHouse

Embedded parts (1st & 2nd stage) for trash rack of SACW Pump House

Monorail Hoist with motor complete of min. capacity 2.0 tonne for trash rack of SACW Pump House

Trash rack with clear opening of size of grill 100mm x 100mm to cover a clear opening of size 2.2M x 10.55M consisting of five units to form a set for Raw waterPump House

Embedded parts (1st & 2nd stage) for trash rack of Raw water Pump House

Monorail Hoist with motor complete of min. capacity 5.0 tonne for trash rack of Raw water Pump House

NOTE: In case of variation in size of opening, payment shall be made in proportion to the actual area vs area stipulated in this item.

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 65 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

TOTAL VALUE, AS PER SCHEDULE OF QUANTITIES (PART A: UNIT RATE PORTION)

Rs. (In Figures)

Rs. (In Words

Page 61: Nabinagar BOQ

BID DOCUMENT NO. CS-0370-318A-9 PAGE 66 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

PART-B LUMPSUM PORTIONPART-B, SECTION 1 (LUMPSUM PORTION)Inside River Works

161 160(a)(i)

Lot Lumsum162 160(a)(ii)

Lot Lumsum

Engineering, Designing, providing Intake water pump house over intake well, maintenance platform, hand railing, thrust blocks for pipes, pipe pedestals, intake well pumps foundations, operating floor, motor floor, EOT crane runway support arrangements, steel ladders for access between motor floor and pump floor, access to crane girder level, roofing, cable trenches/slits, wall finishing, floor finishing, roof treatment, roof water proofing, roof metal decking, embedments for pipe/cable tray supports, valves support pedestals/stools/thrust blocks, header support arrangements, windows, ventilators, supports for ventilation equipments, cut outs and mounting arrangement for ventilation/air-conditioning equipments, as per Technical Specifications, Tender drawings including cost of labour, material, equipment, geotechnical investigation etc. complete asper Technical Specifications & Drawings.

Designing, Providing Stoplogs, trashracks, lifting beams with electric hoists for Intake water pump house as per Technical Specifications, Tender drawings including cost of labour, material, equipment etc. complete.

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 67 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

163 160(a)(iii)

Lot LumsumOutside River Works including Work on River Bank.

164 160(b)(i)

Lot Lumsum165 160(b)(ii)

Providing River bank protection works as per Technical Specifications, Tender drawings including cost of labour, material, equipment, geotechnical investigation etc.complete.

Designing, providing Switchgear Building, control room including battery room, toilet block, Transformer foundation, geotechnical investigations, firewall, oil pit, cable trenches, fencing around the transformer foundations including removable/fixed fencing posts, gates and locking arrangements for personnel entry, gates for transformer movement, gravel filling around transformer block (minimum thickness 900mm above the base slab of transformer foundation), cable conduits/pipes from switchgear building, pull pits and cover thereof, rails, jacking pads, NGR foundation, foundation for bus ducts, foundation for equipments for ventilation/Air-conditioning, mounting arrangement for fans/louvers on the walls/floors/ceiling/roof etc. to the extent shown in the tender drawing, complete on the river bank as per Technical Specifications, Tender drawings including cost of labour, material, equipment etc. complete.

Area filling (to the extent shown in the tender drawing), slope protection, Internal Roads, drains on the side of roads as well

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 68 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

Lot LumsumSECTION-2 UNIT RATE ITEMS

166 161

RM 2500

elsewhere in the facilities at river end for internal drainage and connecting to the final disposal drain/point to natural drain nearby outside, boundary wall around acquired land boundary, street lighting along the internal road, complete on the river bank as per Technical Specifications, Tender drawings including cost of labour, material, equipment etc. complete

Designing, Providing approach bridge in the river connecting intake water pump house to the river bank, of minimum clear width 8.0m along with supporting structures made of structural steel girders/ beams/truss and sub-structure consisting of bored cast-in-situ reinforced cement concrete (RCC) piles or caissons, RCC pile cap, supporting pier, abutment with wing wall,pipe pedestals over the bridge, thrust block for pipes, bearings, river bed protection around piles/ pile cap/caissons/foundation including chequered plate side walkway and main RCC road, rails for movement ofsteel trolley/vehicle over the approach bridge and supporting structures/ steel plate embedment for rails, pipes & cables, hand-railing on both sides of approach bridge, conducting Geo-technical Investigations as per Technical Specifications, Tender drawings including cost of labour, material, equipment etc.complete.

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 69 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

162 Engineering including preparation of scheme, designing and getting the same approved, and sinking of 14M (min.) internal diameter RCC circular intake well in bed of river Sone/Submergence of Indrapuri barrage including all enabling works like towing, mooring, buoying, islanding, sheet piling, cofferdam, jacking, applying pneumatic pressure (if required), making working platform for men and machineries during sinking operation or any other method suitable for the work, in all types of soil including providing cutting edge, steel steining of required size including strakes and bracings/struts (if required), concreting, shuttering, reinforcement, providing openings in well steining, temporary closure of openings during sinking operations if required, dewatering, muck removal, sending divers and experts if required during sinking, air re-circulation and ventilation, rock socketing (if required), grouting the anchors if into hard stratum with flowable non-shrink grout to achieve adequate pull out strength, correcting all defects in intake well during sinking operation without making any damage to the intake well, 1st & 2nd stage embedments and 1st and 2nd stage concreting for stoplog gates & trash racks, sand filling inside the well, bottom plugging with RCC M25, pump sump RCC slab, conducting Geo-technical investigations, conducting sump model studies and providing anti-vortex/ swirl or any other devices/appurtenances as per sump model

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 70 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

167 162(a)

RM 18162(b) Depth of well below reference level

168 162(b)(i) Upto 15m below reference level RM 15169 162(b)(ii) More than 15m & upto 20m RM 5170 162(b)(iii) More than 20m & upto 25m RM 5171 162(b)(iv) More than 25m & upto 30m RM 5172 162(b)(v) More than 30m & upto 35m RM 5173 162(b)(vi) More than 35m & upto 40m RM 5

study’s recommendations, etc. as per Technical Specifications, Tender drawings including cost of labour, material, equipment, studies and investigations etc. complete. The scope also includes that the river bed shall be dredged for sufficient width, depth and length from deep water channel of the river extending from upstream of the intake well to downstream of the intake well so that adequate quantum of water flows smoothly into the intake well sump in all seasons including during MDDL of the river/submergence. The dredged material shall be disposed off in the river on the downstream of intake or elsewhere as directed by the Engineer in charge.

Height of well concrete steining above reference level upto top of floor (operating floor) of intake well (Note: The reference for measurement of height of well above/ below shall be RL 100.00 M.)

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BID DOCUMENT NO. CS-0370-318A-9 PAGE 71 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

174 162(b)(vii) Beyond 40m RM 10175 162(c ) Extra over item 162(b) above, for sinking of well in rock RM 10176 163

RM 1250164

177 164(a) 900mm dia hume pipe culvert RM 100178 164(b) 1200mm dia hume pipe culvert RM 100

Providing single lane road with black top including design, excavation, cutting and filling of road embankment, laying sub-base course, base course, 25mm thk. Bituminous premix carpet, seal coat, complete as per Technical Specifications, Tender drawings including cost of labour, material, equipment etc. complete as per Technical Specifications & Drawings for access to facilities on river bank from nearby existing road

Design, supplying and providing hume pipe culvert NP3 hume pipe for cross drainage works including excavation, PCC bedding, jointing with cement mortar, head wall, wing wall, apron etc complete for road from facilities on river bank to nearby existing road

Note: 1. No separate payment shall be made for any other operation(s)/ items either for part casting of intake well on river bank, towing to final sinking location and its anchoring or making and dismantling of island etc., even if it is not specifically mentioned above.

Page 67: Nabinagar BOQ

BID DOCUMENT NO. CS-0370-318A-9 PAGE 72 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

2

3

TOTAL VALUE, AS PER SCHEDULE OF QUANTITIES (PART B: LUMPSUM PORTION)

Rs. (In Figures)

Part B of BOQ being Lumpsum portion of work, all materials including cement, reinforcement steel and structural steel is to be arranged and supplied by the bidder.

For the purpose of measurements & payments of item no. 162, the reference level of river shall be considered as RL 100 M and the rock will be considered when both SPT N value is > 100 & core recovery is > 25%.

Rs. (In Words)

Page 68: Nabinagar BOQ

BID DOCUMENT NO. CS-0370-318A-9 PAGE 73 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

GENERAL SUMMARY :

NAME OF THE WORK :

GRAND TOTAL VALUE, AS PER SCHEDULE OF QUANTITIES (PART A + PART B)

Rs. (In Figures)

UNCONDITIONAL DISCOUNT (IF ANY) OFFERED BY THE BIDDER:

GRAND TOTAL VALUE, AFTER DISCOUNT (IF ANY)

Rs. (In Figures)

Signature of the Bidder:

Date:

CW SYSTEM AND MAKEUP WATER SYSTEM CIVIL WORKS PACKAGE FOR NABINAGAR SUPER THERMAL POWER PROJECT (3 x 660 MW)

Rs. (In Words)

Rs. (In Words)

Name:(In Capital Letters)

Page 69: Nabinagar BOQ

BID DOCUMENT NO. CS-0370-318A-9 PAGE 74 OF 73

Sl No. ITEM NO DESCRIPTION UNIT QTY Rate in Rs. Amount (Rs.)In Fig. In Words In Fig.

Seal: