BHARATIYA RAIL BIJLEE COMPANY LIMITED P3 Part 2 25... · BHARATIYA RAIL BIJLEE COMPANY LIMITED...

BHARATIYA RAIL BIJLEE COMPANY LIMITED

TENDER AND CONTRACT DOCUMENT FOR

NAME OF WORK: Earthwork in formation, Construction of ROB, RUB & Culverts, P-Way works, Service Buildings, Electrical and Miscellaneous works for Railway siding Outside Plant of BRBCL, Nabinagar TPP(4 x250MW), District: Aurangabad, State: Bihar (Package-3).

TENDER NO.: RITES/RPO-LKO/5900/BRBCL/P3

PART – 2 FINANCIAL BID

Consultants for the Work:

RITES LIMITED (A Government of India Enterprise) REGIONAL PROJECT OFFICE, 13 Km Milestone, Near Sewa Hospital, NH-24 Lucknow- Sitapur Road, Lucknow-226201 Phone : 0522-2771892, 2771894 Fax No.: 0522-2771893

Tender Document issued to Name of Tenderer ________________________________

Address of Tenderer ______________________________

Signature of Officer issuing the Document with Designation and Date of issue______________________


FINANCIAL BID

NAME OF WORK: Earthwork in formation, Construction of ROB, RUB & Culverts, P-Way works, Service

Buildings, Electrical and Miscellaneous works for Railway siding Outside Plant of BRBCL, Nabinagar TPP(4 x250MW), District: Aurangabad, State: Bihar (Package-3).


POINTS TO BE NOTED WHILE QUOTING RATES

1.0 The rates for Schedule-1 to 9 are to be quoted as “Percentage above (+) or below (-) or At par” of the

estimated amount of the respective schedule.

2.0 For all Schedule 6 to 8, in case of any discrepancy between Description of Items, Unit and Rates given in Schedules and CPWD DSR 2014, provisions of CPWD DSR 2014 shall prevail.

Signature of Authorized Signatory of Tenderer Name of Signatory Name and Seal of Tenderer Date Place

Tender No.: RITES/RPO-LKO/5900/BRBCL/P3 ABSTRACT OF COST

SCHEDULE TOTAL QUOTED AMOUNT IN FIGURES (Rs.)

QUOTED AMOUNT (Rs.)

IN FIGURES IN WORDS

1 EARTHWORK IN FORMATION 111,722,191.00

2 BRIDGE & OTHER WORKS 408,661,133.00

3 TRACK WORKS - SUPPLY 124,721,160.00

4 TRACK WORKS - EXECUTION 42,868,840.00

5 ELECTRICAL WORKS- (YARD AND S & T BUILDING) 4,946,074.00

6 S & T BUILDING AND CONTROL ROOM OF WEIGH BRIDGE ROOM (DSR ITEM) 6,517,346.00

7 ELECTRICAL WORKS- EXECUTION (YARD AND S & T BUILDING)(DSR ITEM) 839,608.00

8 ROAD WORK (DSR ITEM) 11,954,043.10

9 CPWD DSR- 2014 ITEMS 1000000.00

TOTAL=

(i)

(ii)

(iii) Name and Seal of Tenderer (iv) Date: (v) Place:

(b) Rupees in Words

Signature of Authorized Signatory of Tender

Name of Signatory

TOTAL OF ALL SCHEDULES (1) TO (9) IN RUPEES

UNCONDITIONAL REBATE

VALUE OF UNCONDITIONAL REBATE

TOTAL OF ALL SCHEDULES (1) TO (9) AFTER APPLYING REBATE IN RUPEES

(a) Rupees In Figures

PERCENTAGE ABOVE (+) OR BELOW (-) OR AT PAR OF ESTIMATED COSTSCHEDULE DESCRIPTION ESTIMATED COST

(Rs.)

TOTAL

PART-2, FINANCIAL BID

(PERCENTAGE RATE TENDER)ABSTRACT OF COST

DESCRIPTION

SCHEDULE (BILL) OF QUANTITIES

Page 1

Tender No.: RITES/RPO-LKO/5900/BRBCL/P3 SCHEDULE 1

Item No. Brief Description of Item Unit Quantity Unit Rate

(Rs. in Figures) Amount

(Rs. in Figures)FORMATION WORK

1.1 Earthwork in cutting in formation in all types of soils including soil mixed with stone , bymechanical means to proper profile, levels, slope grades and camber as per RDSO Guidelinesfor Cuttings in railway formations, GE: G-2. The item includes dumping of suitable earth fromexcavated material in fillng for makng formation, with an average lead of 02 km. The item includesdisposing off surplus earth/earth not suitable for formation at contractor's own location, including all leads ,lifts, crossings of nallahs, track and other obstructions etc. all complete. Item shall includecutting of side drains to required profile as per drawing/specification. Earth to be used in fillingshall confirm to RDSO Guidelines for Earthwork GE: G1

Cum 110000 186.00 20460000.001.2 Earthwork in cutting in formation in soft rock not requiring blasting by mechanical means to

proper profile, levels, slope grades and camber as per RDSO Guidelines for Cuttings in railwayFormations, GE: G-2. The item includes cost of disposal of the excavated material atcontractor's own location including all lead lifts , crossings of nallahs, track and other obstructionsetc. all complete.Item shall include cutting of side drains to required profile as perdrawing/specification.

Cum 50000 290.00 14500000.001.3 Earthwork in cutting in formation in Hard rock requiring blasting to proper profile, levels, slope

grades and camber as per RDSO Guidelines for Cuttings in railway Formations, Ref:GE: G-2.The item includes cost of disposal of the excavated material at contractor's own location includingall lead ,lifts, crossings of nallahs, track and other obstructions etc. all complete. Item shall includecutting of side drains to required profile as per drawing/specification.

Cum 30000 461.00 13830000.001.4 Earthwork in filling with contractor's own earth in formation and Approaches of ROB's as per

RDSO Guidelines for Earthwork in Railway Projects GE: G-1. The item shall include all lead,ascends, descends, crossing of track or any other obstruction, handling, rehandling, leading,loading, unloading, spreading in layers, dressing as per specification including compaction bymechanical means as per RDSO specifications.

Cum 60000 222.60 13356000.001.5 Spreading and Compacting available excavated earth from Item no 1 and Item no 9. in formation

and Approaches of ROB's as per RDSO Guidelines for Earthwork in Railway Projects GE: G-1.The item shall include all ascends, descends, crossing of track or any other obstruction, handling,rehandling, all lead, spreading in layers, dressing as per specification including compaction bymechanical means as per RDSO specifications.

Cum 90000 89.50 8055000.00

SCHEDULE-1: FORMATION WORK

Page 2




(Rs. in Figures)1.6 Supplying and spreading blanketing material conforming to RDSO specifications on top of

formation. The item shall include cost of blanketing material, its handling, transportation to site,crossing of tracks or any other obstructions, spreading & dressing to required slope with all leadsand lifts etc. complete. The item shall also include compaction by mechanical means to achieve arelative density of 90% determined as per IS:2720 (Part-XIV) in layers including carrying out fieldtests at prescribed intervals. Cum 51000 800.00 40800000.00

1.7 Turfing in slopes of embankment with green sods 50 mm thick as approved by the Engineer-in-Charge. The item includes supply of sods, its transportation, leading, lifting and watering,safeguarding of the same until properly rooted in the formation soil. Sqm 40000 17.25 690000.00

1.8 Felling trees of the girth(measured at a height of 1m above ground level),including cutting of trunksand branches,removing the roots and stacking of serviceable material and disposal ofunserviceable material.Neccesary permission shall be arranged by BRBCL.

(a) Beyond 30 cm girth upto and including 60 cm girth Each 70 196.70 13769.00(b) Beyond 60 cm girth upto and including 120 cm girth

Each 20 871.10 17422.00TOTAL OF SCHEDULE - 1 111722191.00

Page 3

Tender No.: RITES/RPO-LKO/5900/BRBCL/P3 SCHEDULE-2



(Rs. in Figures)BRIDGE & OTHER WORKS

2.1 Earthwork in excavation in foundation up to required levels in all types of soils anddewatering of sub soil water, under ground water/sewerage by using pumps. The item isinclusive of lead upto 50M including all lifts, ascends, descends, crossing of nallahs andtracks or any other obstructions, levelling, dressing and disposing off the surplusexcavated earth to approaches of bank or any other location/nearby site.

Cum 56000 155.60 8713600.002.2 Extra for average lead beyond 50m upto 2km including all lifts, crossings of nallahs, track

and other obstructions etc. all complete.Cum 31000 27.00 837000.00

2.3 Earthwork in excavation in foundation up to required levels in ordinary/soft rock anddewatering of sub soil water, under ground water/sewerage by using pumps. The item isinclusive of lead up to 2km including all lifts, ascends, descends, crossings of nallahsand tracks or any other obstructions, levelling, dressing and disposing off the cut matrialto contractor's own location.

Cum 10000 290.00 2900000.002.4 Supplying and filling sand in foundation, under the box, retaining walls, face walls, drop

walls, curtain walls, wing walls and abutments including watering, ramming, consolidationand dressing complete. Cum 2500 945.00 2362500.00

2.5 Providing and laying in all works in position machine batched, machine mixed andmachine vibrated design mix cement concrete of specified grade using OrdinaryPortland Cement, 20 mm size crushed stone aggregate and coarse sand of specifiedgrade for RCC structural elements at all levels. The item includes all materials, pumping,laying, centering, shuttering, scaffolding, strutting, propping and removal of formwork,finishing and curing, including Admixtures as per design. The item excludes providing ofsteel reinforcement payable under relevant item of schedule.

(a) M20Cum 5100 6468.44 32989044.00

(b) M-30Cum 11900 7186.25 85516375.00

(c ) M-35Cum 3550 7250.84 25740482.00

(d) M-40 (in super structure of bridge, including slab,crash barrier,kerb etc)Cum 1210 8910.12 10781245.20

SCHEDULE-2 :BRIDGE & OTHER WORKS

Page 4




(Rs. in Figures)2.6 Providing and laying in all works in position machine batched, machine mixed and

machine vibrated design mix cement concrete of specified grade using OrdinaryPortland Cement, 20 mm size crushed stone aggregate and coarse sand of specifiedgrade for PCC in foundation, wearing course and drains as per IRS Concrete BridgeCode and IS 456. The item includes all materials, pumping, laying, centering, shuttering,scaffolding, strutting, propping and removal of formwork, finishing and curing, includingAdmixtures as per design.

(a) M-15 Cum 1940 6236.57 12098945.80(b) M-20 Cum 400 6468.44 2587376.002.7 Supplying and placing SAIL/TISCO/RINL steel reinforcement of all sizes in RCC

consisting of high yield strength deformed bars of grade Fe 500 Conforming to IS:1786 -2008 and as per technical specification Section-5 of Part-1 of Tender and Contractdocument. The item shall be inclusive of cutting, bending, binding with GI binding wire of18Guage, placing in position , all loading, leading, unloading and stacking of steelreinforcement into contractor's godown and leading the same to the site of work withcontractor's own labour, machinery, transportation required for the job including all lead,lifts, ascends, descends, handling, rehandling, crossing of tracks, nallahs, streams and allother obstructions . The item also includes protective coating of inhibited cement slurryas per Patent no. 109784/67 complete as per direction of Engineer-in-Charge.

MT 2376 70135.50 166641948.002.8 Supplying and fixing of POT-PTFE Bearings in position under 30 m span Composite

Girders (05Nos) as per Drawing No RDSO /B-11755/6R1 as per directions of Engineer-in-charge. Each set shall contain following bearings: i) Transverse guide slide POT-PTFE bearing -03 Nos ii) Fixed POT bearing --02 Nos (iii) Slide POT-PTFE bearing --03 Nos iv) Longitudinal slide POT-PTFE bearing -2 Nos. The Bearings should beprocured from approved manufacturer and should be accompanied by a ertificate ofinspection by M/s RITES Ltd. or any other Central/State Government authorised agency.

Per Set 1 292000.00 292000.002.9 Supplying and fixing of POT-PTFE Bearings in position under 18 m span Composite

Girders (06Nos) as per Drawing No RDSO /B-11756/6R1 as per directions of Engineer-in-charge. Each set shall contain following bearings: i) Transverse guide slide POT-PTFE bearing 04 Nos ii) Fixed POT bearing --02 Nos (iii) Free Sliding POT-PTFEbearing --04 Nos iv) Longitudinal slide POT-PTFE bearing -2 Nos. The Bearingsshould be procured from approved manufacturer and should be accompanied by aertificate of inspection by M/s RITES Ltd. or any other Central/State Governmentauthorised agency. Per Set 1 261880.00 261880.00

Page 5




(Rs. in Figures)2.10 Providing and Laying boulders behind abutments, wing walls/return walls, face walls,

retaining wallsweighing not less than 15 kg each to specified thickness up to full heightwith smaller size towards the back complete as per drawing, specification and as perdirection of Engineer-in-Charge including leads, lifts, handling & rehandling of stones,crossing of track etc. as complete job.

Cum 4500 1495.00 6727500.002.11 Providing & laying behind boulder filling, backfill materials consisting of granular materials

of classification GW,GP,SW,groups as per IS-1498 in layers not exceeding 150mmthickness up to full height duly compacted with plate vibrators to achieve a relativedensity of 70% determined in accordance with IS 2720 (Part XIV) including benching inapproach embankment to provide proper bonding.

Cum 25000 860.20 21505000.002.12 Providing & laying boulder Pitching hand packed over ground or embankment in slope

or approches of bridges weghing between 30 kg to 50 kg,The gaps shall be filled withsmaller stone making top of surface of pitching smooth and plane including grouting thejoints with cement mortar 1:6 ( 1 cement : 6 coarse sand) complete in all respectsincluding the cost of all labour & material including all lead and lift, crossing of track asper site conditions. Cum 1500 1240.00 1860000.00

2.13 Providing two coats of coal tar on surfaces of RCC box viz. on top of box and on surfacesof walls in contact with the soil.

Sqm 8100 31.75 257175.002.14 Back filling available excavated earth (excluding rock) in trenches, plinth, sides of

foundations etc. in layers not exceeding 20cm in thickness, consolidating each depositedlayer by ramming and watering, lead upto 50m and lift upto 1.5m.

Cum 15000 112.40 1686000.002.15 Providing weep holes in RCC abutments, wing walls/return walls, face wall, retaining wall

with 100 mm dia PVC pipe 3 mm thick, extending through the full width of the structurewith slope. The rate includes the cost of all materials, labour, tools and plants etc.complete as per drawing and technical specifications. PVC pipe shall be taken inaccordance with IS: 4984-1995. Metre 4500 115.00 517500.00

2.16 Supplying,fabricating,painting,erecting and fixing in position Structural Steel Work in 18mand 30 m Span steel girders as per RDSO drawing No.B-11755/R and B-11756/R andRDSO Specification No B1-2001,IRS-24,IRS B-1,IS-1852 and IS-1367. Steel to conformto Grade-B of IS-2062 unless specified otherwise. Fabrication shall be done by RDSOapproved vendor for steel bridge girders. The items includes all materials ,labour,loading,unloading and transportation for complete job.The RCC and form work forDeck Slab ,Crash barrier etc including reinforcement steel and POT PTFE bearings shallbe paid separately under relevant items of Schedule (Bill) of quantity.

MT 186 130000.00 24180000.00

Page 6




(Rs. in Figures)2.17 Providing and laying 40mm thick bituminous concrete over the RCC slab , the

composition of bituminous concrete shall be bitumen 105 litres, water 70 litres, aggregate1105 kg, Ordinary Portland cement 137.5 kg, sand 0.3 cum. Maximum size of aggregateshall be 6mm. Bitumen and Bitumen emulsion shall conform to the relevant IS codes andBitumen emulsion shall be of Grade A-35 confirming to IS 73-1992.

Sqm 650 316.25 205562.50

408661133.50TOTAL OF SCHEDULE - 2

Page 7




(Rs. in Figures)3.1 Supply and stacking of Mono block 60 kg prestressed concrete sleepers . The item includes

loading, transportation, unloading and stacking at Site as per direction of Engineer - in - Charge .

(a) As per RDSO Drg. No. T-2496Each 19620 2908.00 57054960.00

(b) As per RDSO Drg. No. T-4148 for Level Crossings. Each 70 3300.00 231000.003.2 Supplying and stacking of machine crushed Track Ballast conforming to RDSO Specification of

Track Ballast. Stacking of ballast to be done at site as per direction of Engineer in Chargeincluding all types of transportation up to the site, including all leads, lifts, crossing of tracks andany other obstructions. The item includes leveling of the stacking space properly. No deductionwill be made on stack measurement for shrinkage. Cum 27000 2000.00 54000000.00

3.3 Supply of BG 1 in 8.5 turnout, Fan shape design to RDSO drg No T-4865 made from 60 kg 90UTS, T-12 prime quality (Class A) rails, 6400 mm curved switch to RDSO drg No T-4966 andCMS crossing to RDSO drg No T-4967 including all fittings with PSC sleepers to RDSO drg. no.RT- 4512-2 nos, RT-4793 to 4844 (one Each), approach sleepersT-4786 to 4790 (one Each), Exitsleepers T-5471 to T-5474-2 each, complete with all materials including 60 kg 90 UTS, T-12prime quality (Class A) lead rails,fish plates and fish bolts etc.and all fittings suittable for PSCsleepers suitable for motor points, track circuted area, check rails etc including all lead and liftalong with stacking in plant area as directed by the engineer. as a complete job.

Per set 9 1,492,800.00 13435200.00124721160.00

SCHEDULE-3 :TRACK WORKS (SUPPLY ITEMS)

TOTAL OF SCHEDULE - 3

Page 8




(Rs. in Figures)4.1 Handling, assembling, linking and laying of BG PRC fan shaped Turnouts 60 kg 1 in 8.5

points & crossings (with 60 kg rails Prime Quality Class A) as per RDSO Drg. No. T-4865,including traps on PSC sleepers as per approved IRS drawings including cutting of leadrails in track complete with all standard fittings and fastenings as required, includingrehandling, crossing of lines putting rails on sleepers, spreading sleepers ensuringcorrect spacing, gauge alignment longitudinal and cross levels, katcha packing fasteningall fitting & stretcher bar temporary jointing, leading of Rails/Switches/x-ings, fitting. uptoone rail length on either side. with contractor's tools, labour etc.

per set 9 90000.00 810000.004.2 Fabricating, supplying, assembling & laying on prepared formation/ ballast bed 60 Kg BG

6400mm over riding derailing switch as per RDSO Drawing no. T-6068 with contractor'sown 60 kg 90 UTS, T-12 prime quality (Class A) rails and PSC Sleeper as per completeitem with all fitting & fastening and initial packing. No. 5 411300.00 2056500.00

4.3 Supplying, providing & fixing in position insulated glued joints G-3 (L) type with all fittingcomplete as per RDSO drg. including testing for insulation & welding at the ends (weldingto be paid extra under respective items) including all leads & lifts complete job. Thisinclude cost of all track component including running rails.

i) G-3 (L) type for 60 Kg./90UTS Prime Quality confirming to Class A/T-12-RDSO drg. No. T-5843 Nos 60 43,850.00 2631000.00

ii) G-3 (L) type for 52 Kg./90UTS Prime Quality confirming to Class A/T-12-RDSO drg. No. T-671 nos 26 38,560.00 1002560.00

4.4 Through packing of 1 in 8.5 Turn out on any kind of sleepers with track ballast to maintaincorrect alignment, cross and longitudinal level as required for maintaining track gauge,versine, super elevation etc. on both straight and curve track with contractors tools andlabour inclusive of all charges as per IRPWM and as directed by Engineer-in-charge.Track Ballast will be paid under revelent item of Schedule (Bill )of quantity.Thirdand Fourth packing shall be executed after opening of siding for traffic.Contractor willmaintain track fit for passage of trains at all times during execution period of Third andFourth packing.Third packing shall be completed with three month from date ofopening.Fourth packing between fourth to Sixth months.i.e.Six months.All incidental jobslike tightening of fish bolts & fittings.

(a) First Through Packing Per Set 9 3630.00 32670.00

(b) Second Through PackingPer Set 9 3520.00 31680.00

SCHEDULE-4 :TRACK WORKS

Page 9




(Rs. in Figures)

1630.00 5705000.00

4.5 Laying and linking of track 52 Kg Rail on PSC Sleeper 1660 no. per KM Single Rail/3 RailSWP /Glued joints with all fittings & fastening on prepared formation / ballast bed withowner's rails and supplied and stacked sleepers with initial packing complete. The itemincludes supply and fixing of all rail fittings & sleeper fittings for 52kg rail on 60kg PSCsleepers as per RDSO specificatons ( ERC-, GRSP , GFN Liner, Fish Plate 1.0m longwith bolts & nuts).The item includes all leads, lifts, crossings, handling, rehandling,transportation of rails and permanent way materials from identified Owner's stock yard ofBRBCL/RITES to the site of work, pairing of SWp/single rail, straightening of rail, drillingof holes, chamfering holes in rails and cutting of rails(if required), paint marking of correctsleeper spacing on gauge face of base rail, painting, writing of station nos. on curves 10mapart on the inside web and foot of the outer rail, realigning the same including fixing steelcurve board on approaches of the curve fixed at tangent point on the outside of the curve,duly painted with curve details as per directives of Engineer-in-charge, greasing/oiling offish plate and fish bolt as per IRPWM Para 241, providing correct expansion gapsaccording to temperature at the time of installation. Sleeper spacing shall be suitablyadjusted as per direction of Engineer-in-Charge. The fish plated joints shall confirm toRDSO drawing T-4322. Greasing of ERC as per IRPWM Para 1411(5) a with graphitegrease specification IS 408-1981 Grade O.

The item includes transportation and spreading of stacked PSC sleepers. The itemexcludes cost of PSC Sleepers, glued joints/insulated joints, welding, testing of weldedrail joints, fixing of check rails for curves and level crossings. These will be paid forseparately under relevant items provided in the schedule. New Rails/SH rails/releasedrails required for the work shall be provided by RITES/BRBCL at Nabinagar TPP store.Glued joint, welding and check rails shall be paid under relevant items.

Track Metre 3500

Page 10




(Rs. in Figures)4.6

Track Metre 8100 1680.00 13608000.004.7 Through packing of PSC sleepers with track ballast to maintain correct alignment, cross

and longitudinal level as required for maintaining track gauge, versine, super elevation etc. on both straight and curve track with contractors tools and labour and as directed by Engineer-in-charge. Through packing of trap/derailing switch is included in this item without any extra payment for the same.Track Ballast will be paid separately under relevant item of Schedule(Bill ) of quantity.Third and Fourth packing shall be executed after opening of siding for traffic.Contractor will maintain track fit for passage of trains at all times during execution period of Third and Fourth packing.Third packing shall be completed with three month from date of opening.Fourth packing between fourth to Sixth months.i.e.Six months. Daily inspection of track by Key man including all incidental jobs like tightening of fish bolts & fittings.(Para 167 to 170 of IRPWM).

(a) First Through Packing Track Metre 11600 27.50 319000.00(b) Second Through Packing Track Metre 11600 24.20 280720.00

Laying and linking of track 60 Kg Rail on PSC Sleeper 1660 no. per KM Single Rail/3 RailSWP /Glued joints with all fittings & fastening on prepared formation / ballast bed withowner's rails and supplied and stacked sleepers with initial packing complete. The itemincludes supply and fixing of all rail fittings & sleeper fittings for 60 kg rail on 60kg PSCsleepers as per RDSO specifications(ERC, GRSP , GFN Liner, Fish Plate 1.0m long withbolts & nuts ). The item includes all leads, lifts, crossings, handling, rehandling,transportation of rails and permanent way materials from identified Owner's stock yard ofBRBCL/RITES to the site of work, pairing of SWp/single rail, straightening of rail, drillingof holes, chamfering holes in rails and cutting of rails(if required), paint marking of correctsleeper spacing on gauge face of base rail, painting, writing of station nos. on curves 10mapart on the inside web and foot of the outer rail, realigning the same including fixing steelcurve board on approaches of the curve fixed at tangent point on the outside of the curve,duly painted with curve details as per directives of Engineer-in-charge, greasing/oiling offish plate and fish bolt as per IRPWM Para 241, providing correct expansion gapsaccording to temperature at the time of installation. Sleeper spacing shall be suitablyadjusted as per direction of Engineer-in-Charge. The fish plated joints shall confirm toRDSO drawing T-4511. Greasing of ERC as per IRPWM Para 1411(5) a with graphitegrease specification IS 408-1981 Grade O.

The item includes transportation and spreading of stacked PSC sleepers. The itemexcludes cost of PSC Sleepers, glued joints/insulated joints, welding, testing of weldedrail joints, fixing of check rails for curves and level crossings. These will be paid forseparately under relevant items provided in the schedule. New Rails/SH rails/releasedrails required for the work shall be provided by RITES/BRBCL at Nabinagar TPP store.Glued joint, welding and check rails shall be paid under relevant items.

Page 11




(Rs. in Figures)4.8 Supplying, fabricating, fixing in position check rails as per design made out of

contractor's own 52 Kg Industrial Use rail sections along with supply of all requisitefittings including fish plates, bolts, brackets, check blocks, MS packing plates, platesscrews etc. for level crossings and curves etc. on PSC sleepers for BG track withcontractor’s labour, tools and plant, equipment, consumables complete. , including allleads, lifts, ascends, descends, crossing of tracks, flaring of rail ends,cutting and notchingthe check rails, drilling holes, painting with black paint complete as per latest drawingsand as per specifications and as directed by the Engineer. metre. 50 6,880.00 344000.00

4.9 Handling, lifting, loading, unloading, leading and spreading stacked track ballast in twolayers including light rolling of bed to a uniform level by using 5 to 10 Ton light rollers(minimum two passes) for preparation of ballast bed of required thickness for givingballast cushion of 300 mm. The ballast shall be lead from existing stacks to the proposedalignment of the track and spread there to make ballast bed for the track includingsubsequent making up of ballast cushion after linking, packing of track as required tomake proper ballast profile on straight or on curves including ballast in shoulders andcribs as a complete job. Quantity of ballast as used in track shall be paid for as permeasurement of Stacked Ballast.

cum 27000 132.00 3564000.004.10 (a) Welding of rail joints with Short Pre Heat, Thermit Welding (SKV) process(Use of 3-piece

mould prefabricated mould,auto thimbles & crayons to check preheat temperature) on thecess or insitu including USFD test & hardness test of all welded joints and painting asspecified in IRS specification of fusion welding of rail by AT process to IRS T-19/1994 and Manual for fusion welding of rails by AT process, 2006. The works includes USFD testingof all joints as per specifications.

(i) 52kg, 90 UTS, T-12 railEach 500 3622.00 1811000.00

(ii) 60 kg, 90 UTS, T-12 rail Each 1000 4100.00 4100000.004.10 (b) Extra for transverse breaking load test of Thermit welded joints as per clause 4 of IRS

specification T-19 including all labour and material complete. The contractor has toarrange the testing of joints from the approved laboratory/test house. After testing testpieces of rails to be returned back to BRBCL store.

(i) 52kg, 90 UTS, T-12 railEach 5 14500.00 72500.00

(ii) 60 kg, 90 UTS, T-12 railEach 10 15000.00 150000.00

Page 12




(Rs. in Figures)4.11 Fabrication, erection and fixing of dead ends with owner's rails as per drawing. The item

includes drilling of holes in rails, providing stopper Rails, including transporting andfixing of rail pieces across the track at specified height and all other fixtures as perapproved plan, including painting, all lead, lift, transportation, etc. complete as perdirection of Engineer in charge. Second hand Rails required for the work shall beprovided by RITES/BRBCL at Nabinagar TPP store. The item includes all transportationof rails.

Each 1 22000.00 22000.004.12 Fabricating, supplying, painting, lettering and fixing in position the following items :(a) Pre- cast RCC gradient posts as per drawing.

Each 5 3300.00 16500.00(b) Fouling marks as per drawings made of RCC M-15

Each 9 1540.00 13860.00(c ) Km. Posts made of RCC (M-15) as per drawing.

Each 4 2000.00 8000.004.13 Fabricating, supplying & fixing in position the following items on L-xings with all

contractors materials (except rails), labour, plant and machinery, complete work.

(a) Gate posts as per drawing at Annexure-9/2, Para905 of IRPWM made out of owner'sreleased 52 kg rail painted white, to be fixed at a distance not less than 3m from thecentral line of the track near the road edge, having a suitable hook fixed in it to hold thechain. Care shall be taken to ensure that the distance between the posts across the roadand across the rail track is nearly the same so that the same chain can be used acrossboth the rail track and the road. Each 8 1650.00 13200.00

(b) MS chain of suitable length, made of 8mm dia bar having 40 mm loop as per drawing atAnnexure-9/2, Para 905 of IRPWM with one end fixed in the hook provided in the gatepost and the other end free, with a suitable hook, to fix it with the other side gate postacross the rail track or across the road as required with the help of a pad lock. Kg 5 110.00 550.00

(c ) Circular stop disc board made of 1.5mm thick MS plate, size 600mm dia with a suitablehook welded to the rear side of the disc as per drawing at Annexure - 9/2, Para 905 ofIRPWM to facilitate hanging it in the chain provided at the level crossing when required.The disc to be painted with illuminating red back ground and `STOP’ written on the disc inwhite. The height of the letters should be 150mm and width 100mm & rear side of thedisc painted black. The paints should be of illuminating type of approved quality.

Each 2 550.00 1100.00

Page 13




(Rs. in Figures)4.14 Painting of rail surface complete except the rail table with protective paint one coat of red

oxide as primer to specification IS-2074 followed by two coats of bituminous emulsion tospecification IRS-P-30-1996 as per IRPWM Para 250. The item includes removing andcleaning the rail from dust and rust before applying paint. The rate also includes supplyof paint, consumables and tools etc.

RM 26000 27.50 715000.00MAINTENANCE OF TRACK

4.15 Maintenance of track including curves & turnouts as per IRPWM covering following:(a) Picking up of slacks as and when required as per Para 229 of I.R. P-way Manual.(b) Daily inspection of track by Key man including all incidental jobs like tightening of fishbolts & fittings.(Para 167 to 170 of IRPWM)(c) Local adjustment of curve where required. (d) Inspection and maintenance of Level crossings. (e) Deployment of permanent way inspector for day-to-day supervision and otherincidental jobs as prescribed in Para 136 to 143 of I.R. P-Way Manual.

(f) Works incidental to regular track maintenance such as Lubricating of Rail Joints (Para241), adjustment of creep (Para242), attention to rail joints (Para251), attention to trackon bridge approaches & bridge proper (Para 277 & 278), attention to buckling of track(Para 243), Rail fractures (Para253), Removing of grass, weeds, plants from the track &cess and maintain the track & cess neat and tidy etc.

(g)The work includes packing of ballast if required.The ballast required for the work shallbe provided by RITES/BRBCL at Nabinagar Store. The Contractor has to transport theballast at his own cost from stacks available at BRBCL Store. (h) The itemalso includes the security of all P-way fittings during maintenance period.Any deficienciesat the time of reconcillation of P-way fittings shall be made good by the contractor at hisown cost. Note: One turnout is equivalent to 100 track metre.

16000.00 3360000.00

Per track Km per month 210

Page 14




(Rs. in Figures) Weigh Bridge

Design Manufacture & supply of fully electronic in motion rail weigh bridge of capacity 120 MT comlete on turnkey basis as per RDSO specification No. 29, Misc.No. 05 or latest Each consisting of.

(a )Weigh Rail with dual transducers 52/60kg. 5.5 mtr. Long suitable for broad gauge - 01 pair.

(b)Weigh Electronics - 01 no.(control console)(c )Non-control type track switches & mounting arrangement - 01 set.

(d )Cable (as per requirement considering room to be at a distance of 20 mtrs.)

(e ) Junction Boxes - 01 Set.Supply and installation of computer system. Each consisting of following : (a) Intel Pentium Dual Core Pc with colour monitor. Make IBM,Dell,HP & Lenovo, - 01 no. specification for colour monitor & PC shall be as follows : (i) Intel premium IV processor with 3.0 GHZ at least. (ii)160 GB HDD. (iii)1GB RAM (iv)DVD Combo (v)2 Button Optical mouse. (vi)17" Colour Monitor (vii)104 keys (keyboard) (viii)USB interface windows Pre Loaded

(b)132 column 300 cps,Dot Matrix Printer. Make : TVSE & EPSON.-01 Nos.

(c )Standard software for rake weighment - 01 no.

(d)Voltage Stabilizer(Sutaible for above)-01 No.

(e))UPS system 1 KVA capacity with one hour backup through maintenance free battery - 01 no.

4.18

Civil work for track side i.e. provision of slab type foundation underneath the weigh rail with concrete sleeprs along with foundation work as per clause 10.2 RDSO Spec. WD 29 misc 05 (Annexure - A) Job 2

4.19

Communication Equipment as per Clause 11.0 of RDSO spec. WD-29-MISC.-05 (Walkie-Talkie set ) - VHF hand held 5 watt. Synthesized transceiver .The unit shall have 1450 mAH, NI-MH battery along with Rapid Rate Battery Charger. Sets 6

4.20

Installation , Commissioning, Testing , Certification & Stamping charges by weight and measurment deparment of Bihar government. Job 2

42868840.00

4.16

Nos 2

1100000.00 2200000.00

4.17

Nos 2


Page 15




(Rs. in Figures)

5.1 Supply and fixing on poles Street Light Luminaires single piece cast aluminium with fullframe, integral type, gray powder coated, die - cast alluminium housing, Pot optic reflectorwith acrylic bowl in metal frame complete with MH lamp of 150 W and other accessories ofBajaj , Philips, C&G or Havells make.

Per Set 10 7150.00 71500.005.2 Supply and Erection (with nuts & bolts) of Octagonal Poles 6m height, Hot dip to 70 micron

DFT Galvanized with bottom not less than 130 mm Across Face and top not less than 70mm Across Face, made out of 3 mm thick HT plate and 220 x 220 x 12 mm base plate insingle section complete with 4 nos. of M-20x 600mm long 'J' type foundation bolts and 1 no.800 mm long single arm Hot Dip Galvanized bracket for the pole. Designed for wind speedof not less than 169 km/ hr. of Bajaj, Surya, C&G or Philips make.

Each 10 10450.00 104500.005.3 Wiring of 150 W Street Light Luminaires from smart junction box to the light fitting with 1.5

sq. mm twin core weather proof aluminium cable. Per Set 10 220.00 2200.005.4 Supply only of XLPE insulated PVC Sheathed (Heavy Duty) Armoured Electric Cable with

Aluminium Conductor for Working voltage upto and including 1100 V IS:7098 - Part-I asapplicable.

a 4 core 35 sq mm Metre 1250 220.00 275000.00

b 4 core 16 sq mmMetre 1000 110.00 110000.00

c 4 core 240 sq mm Metre 400 1430.00 572000.00d 4 core 70 sq mm Metre 250 495.00 123750.00

5.5 Supply and fixing of "Smart pack Junction box" complete with one no. of single pole 6 AMCB on the pole with terminals to suit 4 core 70 sq. mm/35 sqmm/16 sqmm cable entry andexist (loop out) & connection etc.

Per Set 10 704.00 7040.00

ELECTRICAL WORKS (ILLUMINATION OF YARD)

SCHEDULE 5 : ELECTRICAL WORKS- (YARD AND S &T BUILDING)

Page 16


5.6 Supply, fixing, testing & commissioning of Feeder Pillar metal clad, powder coated, weatherproof, out door type made out of 2mm thick CRCA sheet with double door and in built lockingarrangement. This will have suitable pedestal (MS angle iron frame of 50x50x5mm size onMS channel box) for grouting in the RCC & proper gland at the bottom. It shall be providedwith one 10 amp, 3 pin socket out let with a 10 amp switch & one brass batten holder anddirectly fed from incoming supply. The TPN, bus bars suitable for 500 amp shall be madeout of “HARD DRAWN TINNED copper and fitted on insulated DMC support in a chamber.The feeder pillar shall be provided with terminal blocks for in-coming and out going cables.The wiring from MCCB to terminal block shall be done with copper Conductor / Strips,suitable for 415V 03 Phase + 01 Neutral 50C/S system. It shall have provision for thefollowing.(The cost of MCCBs and MCBs are included in the total cost of Feeder Pillar.)

a 4 Pole MCCB with adjustable thermal setting 315 amp. 35 KA (Breaking capacity) asincomer. = 02 No.

b 4 pole MCCB with adjustable thermal setting 100amp,16 KA (Breaking Capacity) as outgoing. = 03 No.

c 4 pole MCCB with adjustable thermal setting 160 amp (Breaking capacity ), 16 KA as outgoing. = 01 No.

d 6 Amp. to 32 Amp., rating, TPN MCB “C” series Breaking capacity 10 KA as out going. = 02No.

5.7 Supply, erection, testing and commissioning of 30 m High Mast conforming to specificationand cosisting of accessories given below of M/s Bajaj, Philips, C&G or Surya make:

a Head Frameb Moveable Lantern Carriagec Double drum winch d 6mm dia 306 grade SS Hoisting rope of 7/19 strands.e Trailing copper cable 5 core x2.5 sq. mm, 1100 V grade, One No. per Mastf Construction of foundation.g Foundation bolts, nuts and washersh Anchor plate and template i Lightening finial /Lightening Arrestorj Twin dome aviation light (LED type)k Feeder Pillarl Three Phase AC motor of not less than 3 HP Capacity.(3 phase Power tool -Integral)

Per Set 4

Per Set 1 49938.00 49938.00

Page 17


m Supply, erection, testing and commissioning of specially designed non - integral high mastflood light luminaires, as below, complete with lamp & control gear box of approved makesuitable for use with SON 2x400 W & 1x400 W fittings complete with control gears of M/sBajaj, Philips, C&G or Surya make.

1x400 W = 4 for each tower2x400 W = 8 for each tower

n Timer Control Panel suitable for Automatic Switching "ON" and "OFF" all Luminaire of HighMast = 1 Set.

o Earthing with 4.5mtr long 40mm dia GI Pipe with Masonary work in conformity with IS: 3043= 2 Sets.

ELECTRICAL WORKS (S&T BUILDING) 5.8 Supply at site testing and commissioning of recess Mounted T-5 Miror Optics Luminaires,

white Powder Coated CRCA Sheet Steel Housing with Aluninium Mirror Reflector complete with Electronic Chock, Holder & 1x28W FL Tubes etc. similar to Bajaj Model: BTMR- 128 of Bajaj, Philips, C&G or Havells make. no. 20 1931.00 38620.00

5.9 Supply at site testing and commissioning of heavy duty exhaust fan, 450 mm size, 900 RPM suitable for 230 v 50 c/s supply simmilier to havells models "Turbo Force" of havells, bajaj or C&G make. no. 10 4577.00 45770.00

5.10 Supply at site testing and commissioning of Ceiling fans 1200 mm sweep suitable for single phase 230 v 50 c/s supply similar to havells model speed star/ velocity/ spark completewith resistance type regulater, down rod of standard length and hanging arrangements of havells, Bajaj or C&G make. no. 7 1852.00 12964.00

5.11 Supply at site testing and commissioning of single piece cast aluminium roadway luminaire with full frame Glass Cover, integral type, gray power coated, die - cast alluminium housing, Pot optic reflector complete with MH lamp of 150 W and other accessories similar to Bajaj Model BGEST - 150 MH, IP - 65 protected of Bajaj, Philips, C&G or Havells make.

Set 6 5361.00 32166.005.12 Supply at site testing and commissioning of XLPE insulated PVC Sheathed (Heavy Duty)

Armoured Electric Cable with Aluminium Conductor for Working voltage upto and including 1100 V IS:7098 - Part-I as applicable. 4 core 16 sq mm

m 50 97.00 4850.005.13 Supply erection testing & commissioning of 1.5 ton window AC, 2 star rating with remote

control facilities for control of temperature and ,Fan speed etc. complete with 5 KVA voltage estabilizer. Complete with Time lag re-start, Low Voltage and high voltage protection facilities.The AC, shall be of Carrier, LG, Voltas, Godrej or of Samsung make.

No. 1 23600.00 23600.004946074.00TOTAL OF SCHEDULE - 5

Per Set 4 868044.00 3472176.00

Page 18


Sl. No. DSR 2014 ITEMS No. BRIEF DESCRPTION OF ITEMS UNIT Quantity Unit Rate


(Rs. in Figures)

6.1 2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual meansin foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan)including dressing of sides and ramming of bottoms, lift upto 1.5 m, including gettingout the excavated soil and disposal of surplus excavated soil as directed, within a leadof 50 m.

(a) 2.8.1 All kinds of soil cum500 157.50 78750.00

6.2 2.25 Filling available excavated earth/Fly ash (excluding rock) in trenches, plinth, sides offoundations etc. in layers not exceeding 20cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

cum

435 112.40 48894.006.3 2.26 Extra for every additional lift of 1.5 m or part thereof in.

(a) 2.26.1 All kinds of soil. cum 80 46.25 3700.006.4 2.27 Supplying and filling in plinth with jamuna sand /local sand under floors including,

watering, ramming consolidating and dressing complete.cum

22 910.25 20025.506.5 2.34 Supplying chemical emulsion in sealed containers including delievery as specified

(a) 2.34.1 Chlorpyriphos/lindane emulsifiable concentrate of 20% litre22 185.95 4090.90

6.6 2.35 Diluting and injecting chemical emulsion for Post Constructional anti-termitetreatment(excluding cost of emulsion)

(a) 2.35.1 Along external wall where apron is not provided using chemical emulsion @ 7.5 litres/sqm of the vertical surface of the substructure to a depth of 300mm includingexcavation channel along the wall & rodding etc complete:

2.35.1.1 20% with 1% concentration metre140 15.40 2156.00

6.7 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 over 75mm bed by drybrick ballast 40mm nominal size well rammed and consolidated and grouted with finesand including finishing the top smooth.

sqm

80 419.30 33544.00

SCHEDULE-6 : S&T BUILDING AND CONTROL ROOM OF WEIGH BRIDGE

Page 19




(Rs. in Figures)

6.8 4.20 Providing and laying in position ready mixed plain cement concrete, with cementcontent as per approved design mix and manufactured in fully automatic batchingplant and transported to site of work in transit mixer for all leads, having continuousagitated mixer, manufactured as per mix design of specified grade for plain cementconcrete work, including pumping of R.M.C. from transit mixer to site of laying andcuring, excluding the cost of centering, shuttering and finishing, including cost ofcuring, admixtures in recommended proportions as per IS : 9103 to accelerate/ retardsetting of concrete, improve workability withoutimpairing strength and durability as per direction of the Engineer - in - charge.Note : 1) Excess/less cement used than specified in this item is payable/ recoverableseparately.

(a) 4.20.1.1 M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) cum

52 5996.70 311828.406.9 5.9.1 Foundation ,footing,bases of columns etc for mass concrete sqm

44 196.45 8643.806.10 5.9.2 walls including attached plasters butteresses plinth and string courses etc. sqm

5 360.80 1804.006.11 5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm

280 401.65 112462.006.12 5.9.4 Shelves (Cast in situ) sqm

8 401.65 3213.206.13 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm

415 332.15 137842.256.14 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. sqm

160 453.35 72536.006.15 5.9.7 Stairs, (excluding landings) except spiral-staircases. sqm

45 395.65 17804.256.16 5.9.16 Edges of slabs and breaks in floors and walls.

(a) 5.9.16.1 Under 20 cm wide metre110 116.4 12804.00

6.17 5.9.19 Weather shade, Chajjas, corbels etc., including edges. sqm100 492.35 49235.00

6.18 5.22 Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placingin position and binding all complete upto plinth level.

Page 20




(Rs. in Figures)

(a) 5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placingin position and binding all complete above plinth level.

5.22.6 Thermo-Mechanically Treated bars. kilogram

14424.00 68.1 982274.4006.19 5.33 Providing and laying in position machine batched and machine mixed design mix M-25

grade cement concrete for reinforced cement concrete work, using cement content asper approved design mix, including pumping of concrete to site of laying but excludingthe cost of centering, shuttering, finishing and reinforcement, including admixtures inrecommended proportions as per IS: 9103 to accelerate, retard setting of concrete,improve workability without impairing strength and durability as per direction ofEngineer-in-charge.(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cementused as per design mix is payable/recoverable separately).

(a) 5.33.1 All works upto plinth level cum 26.00 6296.15 163699.90(b) 5.33.2 All works above plinth level upto floor V level cum 119.000 7014.55 834731.45

6.20 5.35 Add for using extra cement in the items of design mix over and above the specifiedcement content therein.

Quintal

175 742.75 129981.25(a) 6.1 Brick work with FPS bricks of class destination 75 in foundation and plinth in

(b) 6.1.2 cement mortor 1:6 cum99.28 4677.25 464357.38

6.21 6.4 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :

(a) 6.4.2 cement mortar 1:6 (1 cement : 6 coarse sand) cum128.66 5426.15 698128.46

6.22 6.13 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level.

(a) 6.13.2 cement mortar 1:4 (1 cement :4 coarse sand) sqm

19 665.80 12650.20

Page 21




(Rs. in Figures)

6.23 6.44 Brick edging 7cm wide 11.4cm. deep to plinth protection with bricks of classdesignation 75 including grouting with cement mortar 1:4 (1 cement : 4 fine sand)

metre

70 38.15 2670.506.24 9.21 Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-

decorative type, core of block board construction with frame of 1st class hard woodand well matched commercial 3 ply veneering with vertical grains or cross bands andface veneers on both faces of shutters :

(a) 9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. sqm

25 1909.55 47738.756.25 9.23 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on

all edges of shutters (over all area of door shutter to be measured) Over item no. 9.20and 9.21.

sqm

25 365.85 9146.256.26 9.27 Providing and fixing 35mm thick wire gauze shutters using galvanised M.S. wire gauze

of average width of aperture 1.4mm with wire of dia. 0.63 mm for doors, windows andclerestory windows including ISI marked stainless steel butt hinges with necessaryscrews :

(a) 9.27.1.1.2 Kiln seasoned and chemically treated Hollock wood. sqm65 2097.35 136327.75

6.27 9.43 Providing and fixing 18 mm thick, 150 mm wide pelmet of coir veneer board ISImarked IS : 14842 - 2000, including top cover of 6 mm coir veneer board, nickle platedM.S. Pipe 20 mm dia. (heavy type) curtain rod with nickel plated brackets includingfixing with 25x3 mm M.S. Flat 10 cm long and rawl plug 50 mm long (designation 10No.) etc., all complete

metre

60 478.25 28695.006.28 9.44 Extra for using veneered particle board conforming to IS 3097 Grade I, in item of

pelmet 18mm thick 150mm wide.

(a) 9.44.1 Non decorative veneer on both sides. metre60 33.45 2007.00

6.29 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S.flats, square or round bars etc. all complete.

(a) 9.48.1 Fixed to steel windows by welding. kg800 109 87200.00

6.30 9.51 Providing and fixing fly proof galvanised M.S. wire gauze to windows and clerestorywindows using galvanised M.S. wire gage with average width of aperture 1.4 mm inboth directions with wire of dia. 0.63 mm.

Page 22




(Rs. in Figures)

(a) 9.51.2 With 12 mm mild steel U beading. sqm40 578.3 23132.00

6.31 9.62 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screwsetc. complete :

(a) 9.62.1 300x16 mm each8 173.2 1385.60

(b) 9.62.2 250x16 mm each7 166.2 1163.40

6.32 9.63 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) withnecessary screws etc. complete :

(a) 9.63.1 250x10 mm each 6 66.95 401.70(b) 9.63.2 200x10 mm each 7 58.65 410.55

6.33 9.66 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 withnecessary screws etc. complete :

(a) 9.66.1 125 mm each 52 28.9 1502.806.34 9.96 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating

not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour orshade, with nuts and screws etc. complete :

(a) 9.96.2 250x16 mm each6 189 1134.00

6.35 9.97 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating notless than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour orshade, with necessary screws etc. complete :

(a) 9.97.2 250x10 mm each 12 95.25 1143.00(b) 9.97.4 150x10 mm each

20 65.35 1307.006.36 9.100 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less

than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade,with necessary screws etc. complete :

(a) 9.100.1 125 mm each 20 69.8 1396.00(b) 9.100.2 100 mm each 12 55.1 661.20

6.37 9.101 Providing and fixing aluminium hanging floor door stopper ISI marked anodised(anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed torequired colour and shade with necessary screws etc. complete.

Page 23




(Rs. in Figures)

(a) 9.101.1 Single rubber stopper each 4 37.5 150.006.38 10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed

work, including cutting, hoisting, fixing in position and applying a priming coat ofapproved steel primer all complete.

Kg

1000 73.95 73950.006.39 10.3 Providing and fixing in position collapsible steel shutters with vertical channels

20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom railof T-iron 40x40x6mm with 40mm dia, steel pulleys complete with bolts, nuts, lockingarrangement, stoppers, handles, including applying a priming coat of approved steelprimer.

sqm

5 5291.3 26456.506.40 10.7 Providing and fixing ball bearing for rolling shutters. each

2 438.95 877.906.41 10.11.1 Providing and fixing factory made ISI marked steel glazed doors, windows and

ventilators side /top /centre hung with beading and all members such as K11 B andK12 B etc. complete of standard rolled steel sections, joints mitred and flash buttwelded and sash bars tenoned and riveted with 15x3mm lugs, 10cm long, embeddedin cement concrete blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarse sand : 6 gradedstone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugsand screws or with fixing clips or with bolts and nuts as required, including providingand fixing of hinges, pivots, float glass panes with glazing clips and special metal sashputty of approved make and a priming coat of approved steel primer excluding the costof metal beading and other fittings except necessary hinges or pivots complete as perapproved design.

kg

500 114.15 57075.006.42 10.13.1 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-

sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cementconcrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs andscrews or with dash fastener or with fixing clips or with bolts and nuts as requireincluding fixing of necessary butt hinges and screws and applying a priming coat ofapproved steel primer.

kg

750 83.7 62775.006.43 10.17 Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape

with hooked ends in R.C.C. slabs or beams during laying, including painting theexposed portion of loop, all as per standard designcomplete.

each

8 124.45 995.60

Page 24




(Rs. in Figures)

6.44 10.18 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fanclamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with itstop surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S.sheet box by means of 3.3 mm dia round headed screws, one lock at the corners.Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.

each

8 142.95 1143.606.45 10.25 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in

position and applying a priming coat of approved steel primer using structural steel etc. as required.

6.46 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. kg

400 90.10 36040.006.48 11.3 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate)

finished with a floating coat of neat cement including cement slurry, but excluding thecost of nosing of steps etc. complete.

(a) 11.3.1 40mm thick with 20mm nominal size stone aggregate. sqm

160 353.35 56536.006.49 11.5 62 mm thick cement concrete flooring with concrete hardener topping under layer 50

mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2(1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume.Hardening compound is mixed @ 2 litre per 50kg of cement or as per manufacturesspecifications. This includes cost of cement slurry, but excluding the cost of nosing ofsteps etc. complete.

sqm

23 588.90 13544.706.50 11.6 Cement plaster skirting (up to 30 cm height) with cement mortar 1:3 (1 cement : 3

coarse sand) finished with a floating coat of neat cement.

6.51 11.6.1 18 mm thick. sqm 50 377.25 18862.506.52 11.13 Providing and fixing glass strips in joints of terrazo/ cement concrete floors.(a) 11.13.1 40 mm wide and 4 mm thick. metre 355 50.05 17767.75

6.53 11.20 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard jointedwith neat cement slurry mixed with pigment to match the shade of tiles includingrubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1cement: 4 coarse sand).

(a) 11.20.2 Medium shade using 50% white cement 50% Grey cement. sqm80 1112.5 89000.00

Page 25




(Rs. in Figures)

6.54 11.21 Providing and fixing 10mm thick acid and or alkali resistant tiles of approved make andcolour using acid and or alkali resisting mortar bedding and joints filled with acid andor alkali resisting cement as per IS : 4457 complete as per the direction of Engineer-in-Charge.

(a) 11.21.1 In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand).

11.21.1.1 Acid and alkali resistant tile. sqm20 1230.30 24606.00

6.55 11.21.2 In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand).

(a) 11.21.2.1 Acid and alkali resistant tile. sqm10 1293 12930.00

6.56 11.36 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622(thickness to be specified by the manufacture ) of approved make in all colours,shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqmincluding pointing in white cement mixed with pigment of matching shade complete.

sqm

30 836.65 25099.506.57 11.37 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified

by the manufacturer) of 1st quality conforming to IS : 15622 of approved make incolours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick CementMortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cementand matching pigment etc., complete.

sqm

4 785.4 3141.606.58 11.41 Providing and laying polished vitrified floor tiles in different sizes (thickness to be

specified by the manufacturer) with water absorption's less than 0.08% andconforming to IS : 15622 of approved make in all colours and shades, laid on 20mmthick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints withwhite cement and matching pigments etc., complete.

(a) 11.41.2 Size of Tile 60x60 cm sqm150 1405.95 210892.50

6.59 12.21 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1cement : 3 fine sand) as per standard design :

Page 26




(Rs. in Figures)

(a) 12.21.1 In 75x75mm deep chase metre 80 143.1 11448.006.60 12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size)over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1cement : 3 coarse sand) and a coat of neat cement rounding the edge sand makingand finishing the outlet complete.

each

4 186.65 746.606.61 12.38 Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I. rain

water pipes embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) andcost of cutting holes and making good the walls etc. :

12.38.1 100 mm diameter each25 152.9 3822.50

6.62 13.4 12 mm cement plaster of mix :

13.4.2 1:6 (1 cement: 6 coarse sand) sqm871.00 158.4 137966.40

6.63 13.5 15 mm cement plaster on rough side of single or half brick wall of mix :

13.5.2 1:6 (1 cement: 6 coarse sand) sqm498.00 183.45 91358.10

6.64 13.7 12 mm cement plaster finished with a floating coat of neat cement of mix :

13.7.2 1:4 (1 cement: 4 fine sand) sqm 120 203.25 24390.006.65 13.16 6 mm cement plaster of mix :

13.16.1 1:3 (1 cement: 3 fine sand) sqm 321.50 134.70 43306.056.66 13.41 Distempering with oil bound washable distemper of approved brand and manufacture

to give an even shade 13.41.1 New work (two or more coats) over and including priming coat with cement primer. sqm

1350 89.70 121095.006.67 13.44 finishing walls with water proofing cement paint of requared shade:

13.44.1 New work (two or more coats applied @3.84 kg/10sqm) sqm410 57.85 23718.50

6.68 13.50 Applying priming coat :

Page 27




(Rs. in Figures)

13.50.1 With ready mixed pink or Grey primer of approved brand and manufacture on woodwork (hard and soft wood)

sqm

60 32.95 1977.006.69 13.55 Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with

black anticorrosive bitumastic paint approved brand and manufacture over andincluding a priming of ready mixed zinc chromate yellow primer on new work :

13.55.1 100 mm diameter pipes metre100 34.05 3405.00

6.70 13.57 Painting with oil type wood preservative of approved brand and manufacture :

13.57.1 New work (two or more coats) sqm25 31.90 797.50

6.71 13.61 Painting with synthetic enamel paint of approved brand and manufacture to give aneven shade :

13.61.1 Two or more coats on new work sqm60 74.4 4464.00

6.72 17.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mmsand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manuallycontrolled device (handle lever) conforming to IS : 7231, with all fittings and fixturescomplete including cutting and making good the walls and floors wherever required :

17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral typefoot rests.

each

2 3392.80 6785.606.73 17.2 Providing and fixing white vitreous china pedestal type water closet (European type

W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern withmanually controlled device (handle lever), conforming to IS : 7231, with all fittings andfixtures complete including cutting and making good the walls and floors whereverrequired :

17.2.1 W.C. pan with ISI marked white solid plastic seat and lid each1 3317.30 3317.30

6.74 17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets,cutting and making good the walls wherever require :

6.75 17.7.7 White Vitreous China Flat back wash basin size 450x300 mm with single 15 mm C.P.brass pillar tap.

each

4 1661.9 6647.60

Page 28




(Rs. in Figures)

6.76 17.8 Providing and fixing white vitreous china pedestal for wash basin completely recessedat the back for the reception of pipes and fittings.

each

4 979.95 3919.806.77 17.22 Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. each

2 103.2 206.406.78 17.28 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste

fittings complete.

(a) 17.28.1 Semi rigid pipe

(b) 17.28.1.1 32 mm dia each 4 76.75 307.00(c) 17.28.1.2 40 mm dia each

1 82.6 82.60(d) 17.28.2 Flexible pipe

(e) 17.28.2.1 32 mm dia each4 74.45 297.80

(f) 17.28.2.2 40mm dia each1 76.75 76.75

6.79 17.29 Providing and fixing 100 mm sand cast Iron grating for gully trap. each3 29.50 88.50

6.80 17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approvedquality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P.brass screws and washers complete.

each

4 793.95 3175.806.81 17.33 Providing and fixing 600x120x5mm glass shelf with edges round of supported on

anodised aluminium angle frame with C.P. brass brackets and guard rail completefixed with 40 mm long screws, rawl plugs etc., complete.

each

4 543.8 2175.206.82 17.34 Providing and fixing toilet paper holder :

17.34.1 C.P. brass each3 415.9 1247.70

6.83 17.35 Providing and fixing soil, waste and vent pipes :

(a) 17.35.1 100 mm dia.

17.35.1.1 Sand cast iron S&S pipe as per IS: 1729. metre23 859.00 19757.00

Page 29




(Rs. in Figures)

6.84 17.37 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/castiron (spun) pipe embedded in and including cement concrete blocks 10x10x10cm of1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)including cost of cutting holes and making good the walls etc. :

(a) 17.37.1 For 100 mm dia. Pipe each50 152.90 7645.00

6.85 17.38 Providing and fixing bend of required degree with access door, insertion rubberwasher 3 mm thick, bolts and nuts complete.

(a) 17.38.1 100 mm

(b) 17.38.1.1 Sand cast iron S&S as per IS - 1729 each15 341.55 5123.25

6.86 17.39 Providing and fixing plain bend of required degree.

(a) 17.39.1 100 mm


6.87 17.40 Providing and fixing heel rest sanitary bend

(a) 17.40.1 100 mm dia(b) 17.40.1.1 Sand cast iron S&S as per IS - 1729 each

5 318.35 1591.756.88 17.43 Providing and fixing single equal plain junction of required degree with access door,

insertion rubber washer 3 mm thick, bolts and nuts complete.

(a) 17.43.1 100x100x100 mm(b) 17.43.1.1 Sand cast iron S&S as per IS - 1729 each

6 485.60 2913.606.89 17.44 Providing and fixing single equal plain junction of required degree :

(a) 17.44.1 100x100x100 mm


6.90 17.56 Providing and fixing terminal guard:

(a) 17.56.1 100 mm

Page 30




(Rs. in Figures)


6.91 17.58 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes andfittings of diameter:

(a) 17.58.1 100 mm each35 243.75 8531.25

6.92 17.59 Providing and fixing M.S. stays and clamps for sand cast iron/centrifugally cast (spun)iron pipes of diameter :

(a) 17.59.1 100 mm each2 68.60 137.20

6.93 17.60 Providing and fixing trap of self cleansing design with screwed down or hinged gratingwith or without vent arm complete, including cost of cutting and making good the wallsand floors :

(a) 17.60.1 100 mm inlet and 100 mm outlet(b) 17.60.1.2 Sand Cast Iron S&S as per IS: 1729. each 4 796.7 3186.80

6.94 17.61 Cutting chases in brick masonry walls for following diameter sand cast iron/centrifugally cast (spun) iron pipes and making good the same with cement concrete1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size )including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarsesand) :

(a) 17.61.1 100 mm dia. metre 50 332.00 16600.006.95 17.65 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings

with paint of any colour such as chocolate grey, or buff etc. over a coat of primer (ofapproved quality) for new work :

(a) 17.65.1 100 mm diameter pipe metre 50 38.65 1932.506.96 17.73.1 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats

with CP brass screws with concealed fitting arrangement of approved quality andcolour.450 mm long towel rail with total length of 495 mm, 78mm wide and effective hight of88 mm, wieght is not less than 170 gms.

Each

3 483.45 1450.356.97 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting

and making good the walls etc.(a) Internal work – Exposed on wall. (i) 18.10.1 15 mm dia. nominal bore metre 50 215.10 10755.00(ii) 18.10.2 20 mm dia. nominal bore metre 50 249.3 12465.00(iii) 18.10.3 25 mm dia. nominal bore metre 100 304.15 30415.00

18.10

Page 31




(Rs. in Figures)

(iv) 18.11 Concealed pipe including painting with anti corrosive bitumastic paint, cutting chasesand making good the wall

(v) 18.11.1 15 mm dia nominal bore metre 50 306.05 15302.50(vi) 18.11.2 20 mm dia nominal bore metre 50 333.85 16692.50(vii) Providing and fixing G.I. pipes complete with G.I. fittings including trenching and

refilling etc.(b) External work(i) 18.12.2 20 mm dia nominal bore metre 50 209.95 10497.50(ii) 18.12.3 25 mm dia. nominal bore metre 50 257.30 12865.00(iii) 18.12.5 40 mm dia nominal bore metre 50 334.15 16707.50(iv) 18.13 Making connection of G.I distribution branch with G.Imain of following sizes by

providing & fixing tee,including cutting & threading the pipe etc. complete(v) 18.13.1 25 to 40 mm nominal bore each 5 367.75 1838.75(vi) 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed

end) :(vii) 18.17.1 25 mm nominal bore each 5 428.85 2144.25(viii) 18.17.4 50 mm nominal bore each 5 750.75 3753.756.98 18.19 Providing and fixing gun metal non- return valve of approved quality (screwed end) :

(a) 18.19.1 25 mm nominal bore(b) 18.19.1.1 Horizontal each 1 411.25 411.25(c) 18.19.1.2 Vertical each 1 446.1 446.10

6.99 18.21 Providing and fixing uplasticised PVC connection pipe with brass unions :(a) 18.21.1 30 cm length(b) 18.21.1.1 15 mm nominal bore each 3 60.1 180.30(c) 18.21.2 45 cm length(d) 18.21.2.1 15 mm nominal bore each 3 68.60 205.80

6.100 18.33 Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brickwork in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surfacebox 100mm. top diameter, 160 mm bottom diameter and 180 mm deep ( inside) withchained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stoneaggregate 20mm nominal size ) necessary excavation foundation concrete 1:5:10 (1cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and insideplastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finishedwith a floating coat of neat cement complete as per standard design :

6.101 18.33.1 With F.P.S. bricks each 6 6754.30 40525.806.102 18.38 Painting G.I. pipes and fittings with synthetic enamel white paint over a ready mixed

priming coat, both of approved quality for new work :

18.12

Page 32




(Rs. in Figures)

(a) 18.38.1 15 mm diameter pipe. metre 50 9.6 480.00(b) 18.38.2 20 mm diameter pipe. metre 50 11.35 567.50(c) 18.38.3 25 mm diameter pipe. metre 50 14.95 747.50

6.103 18.46 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe andmaking long screws etc. complete (New work)

(a) 18.46.1 15 mm nominal bore each 10 165.25 1652.50(b) 18.46.2 20 mm nominal bore each 10 188.5 1885.00(c) 18.46.3 25 mm nominal bore each 10 200.1 2001.00

6.104 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI: 12701 marked with cover and suitable locking arrangement and making necessaryholes for inlet, outlet and overflow pipes but without fittings and the base support fortank

per litre

1000 7.25 7250.006.105 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931

(a) 18.49.1 15 mm nominal bore. each 4 459.50 1838.006.106 18.52 Providing and fixing C.P. brass stop cock (concealed) of standard design and of

approved make conforming to IS:8931.(a) 18.52.1 15 mm nominal bore each 2 619.75 1239.50

6.107 19.1 Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture ofcement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing ofjoints etc. complete :

(a) 19.1.2 150 mm diameter metre 35 314.35 11002.256.108 19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded

stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete asper standard design:

(a) 19.2.2 150 mm diameter S.W. pipe metre 35 724.70 25364.506.109 19.4 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I.

grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mmsize (inside) the weight of cover to be not less than 4.50 kg and frame to be not lessthan 2.70 kg as per standard design :

(a) 19.4.1 100x100 mm size P type(b) 19.4.1.1 With Common burnt clay F.P.S(non-modular). bricks of class designation 7.5 each 1 1571.25 1571.25

Page 33




(Rs. in Figures)

6.110 19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cementmortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement andmaking channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size) finished with a floating coat of neat cement completeas per standard design :

(a) 19.7.1 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty)455x610 mm internal dimensions total weight of cover and frame to be not less than38 kg (weight of cover 23 kg and weight of frame 15 kg) :

(b) 19.7.1.1 With F.P.S. bricks with class designation 75 each 1 8507.00 8507.00(c) 19.7.2 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty)

500 mm internal diameter, total weight of cover and frame to be not less than 116 kg(weight of cover 58 kg and weight of frame 58 kg) :

(d) 19.7.2.1 With Common burnt clay F.P.S(non-modular). bricks of class designation 75 each 1 18304.4 18304.406.111 19.8 Extra for depth for manholes

(a) 19.8.1 Size 90x80 cm(b) 19.8.1.1 With Common burnt clay F.P.S(non-modular). bricks of class designation 75 metre 1 5638.20 5638.20

6.112 19.8.2 Size 120x90 cm(a) 19.8.2.1 With Common burnt clay F.P.S(non-modular). bricks of class designation 75 metre 1 6753.65 6753.65

6.113 19.15.1 With 20x20 mm square bar each 10 275.5 2755.006.114 19.18 Supplying and fixing C.I. cover without frame for manholes :

(a) 19.18.1 455x610 mm rectangular C.I. cover (light duty) the weightof the cover to be not less than 23 kg

each1 1222.15 1222.15

6.115 19.32 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey combshaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8 mlong complete as per standard design.

(a) 19.32.1 with common burnt clay F.P.S(non-modular). bricks of class designation 75 each 1 18309.5 18309.506.116 21.1.2 For shutters of doors, windows & ventilators including providing and fixing hinges/

pivots and making provision for fixing of fittings wherever required including the cost ofPVC / neoprene gasket required (Fittings shall be paid for separately).

(a) 21.1.2.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS:1868, Minimum anodic coating of grade AC 15)

kg

30 405.90 12177.00

Page 34




(Rs. in Figures)

6.117 21.4 Providing and fixing double action hydraulic floor spring of approved brand andmanufacture IS : 6315 marked, for doors including cost of cutting floors as required,embedding in floors and cover plates with brass pivot and single piece M.S. sheetouter box with slide plate etc. complete as per the direction of Engineer-in-charge.

(a) 21.4.1 With stainless steel cover plate minimum 1.25 mm thickness each 5 2039 10195.006.118 16.18 Fenching with angle iron post placed at requird distance embeded in cement concrete

blocks every 15th post last but one end post & comer post shall be strutted on bothsides & end post on one side only & provided with horizontal line & two diagonateinterwoven with horizontal wires of barbed wire weighing 9:38 kg per100m(minimum)between the two posts fitted & fixed with G.I staples,turn bucklesetc.completed(cost of posts,struts,earthwork & concrete workto be paid for separately)payment to made/metre cost of total length of barbed wire used.

(a) 16.18.1 with G.I barbed wire metre 750 12.95 9712.506.119 22.6 Providing and laying water proofing treatment on roofs of slabs by applying cement

slurry mixed with water proofing cement compound consisting of applying: a) aftersurface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with waterproofing cement compound @ 0.253 kg/sqm. b) laying second layer of Fibre glasscloth when the first layer is still green. Overlaps of joints of fibre cloth should not beless than 10 cm. c) third layer of 1.5 mm thickness consisting of slurry of cement @1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm andcoarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed bywater curing for 48 hours. The entire treatment will be taken upto 30cm on parapetwall and tucked into groove in parapet all around. d) fourth and final layer of brick tilingwith cement mortar (which will be paid for separately For the purpose of measurementthe entire treated surface will be measured.

sqm

160 390.35 62456.00

Page 35




(Rs. in Figures)

6.120 16.19 Supplying at site angle iron post & strt of required size including bottom to be split andbend drilling hole upto 10mm dia etc complete

kg1000 70.90 70900.00

6317345.94

Any Other item Not covered in schedule but available in DSR 200000.00

6517345.94

TOTAL

TOTAL=

Page 36


Sl. No.

DSR 2014 ITEMS No. BRIEF DESCRPTION OF ITEMS UNIT Quantity Unit Rate


(Rs. in Figures)

7.1 2.21 Providing and fixing M.V. danger notice plate of 200 mm X 150mm, made of mild steel, at least 2 mm thick, and vitreous enamelled white on both sides, and with inscription in single red colour on front side as required.

Each 7 141.00 987.007.2 5.2 Earthing with G.I.earth pipe 4.5 mtr. Long, 40mm dia including accessories, and

providing masonary enclosure with cover plate having locking arrangement and watering pipe etc.in conformity with IS-3043.

Per Set 12 3926.00 47112.007.3 5.9 Supplying and laying 25 mm X 5mm G.I. strip at 0.50 metre below ground as strip earth

electrode, including soldering etc. as required.

Metre 20 109.00 2180.007.4 7.11 Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV

grade of size not exceeding 35sq.mm direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required.


grade of size exceeding 35sq.mm but not exceeding 95sq.mm direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc.


grade of size exceeding 185 sq.mm but not exceeding 400 sq.mm direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc.

Metre 400 233.00 93200.007.7 7.1 Supplying and fixing cable route marker with 10cm X 10cm X 5mm thick G.I. plate with

inscription there on, bolted / welded to 35mm X 35mm X 6mm angle iron, 60cm long and fixing the same in ground as required.

Each 30 288.00 8640.00

SCHEDULE-7 : ELECTRICAL WORKS- (YARD AND S &T BUILDING) (DSR ITEMS)

ELECTRICAL WORKS (ILLUMINATION OF YARD)

Page 37


Sl. No.



(Rs. in Figures)

7.8 Supplying and making straight through joint with cast resin compound including ferrules and other jointing materials for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.

(a) 9.3.31 4 core X 35 sq. mm Each 3 1390.00 4170.00

(b) 9.3.15 3 core x 240 sq mmEach 2 2599.00 5198.00

7.9 1.1 Wiring for light point/fan point /exhaust fan point/ call bell point with 1.5 sq.mm FRLSPVC insulated copper conductor single core cable in surface / recessed steel conduit,with piano type switch, phenolic laminated sheet, suitable size MS box and earthing thepoint with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. asrequired.

a) 1.1.3 Group C Point 62 960.00 59520.007.10 1.5 Wiring for light/ power plug with 2x4 sq.mm FRLS PVC insulated copper conductor

single core cable in surface/ recessed steel conduit along with 1 No 4sq. mm FRLSPVC insulated copper conductor single core cable for loop earthing as required.

Meter 35 233.00 8155.007.11 1.7 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS

PVC insulated copper conductor, single core cable in surface / recessed steel conduitas required.

a) 1.7.1 2x1.5 sq.mm + 1x1.5 sq.mm earth wire Meter 40 175.00 7000.00b) 1.7.2 2x2.5 sq.mm + 1x2.5 sq.mm earth wire Meter 40 200.00 8000.00c) 1.7.3 2x4 sq.mm + 1x4 sq.mm earth wire Meter 75 231.00 17325.00d) 1.7.4 2x6sq.mm + 1x6 sq.mm earth wire Meter 25 315.00 7875.00

7.12 1.23 Supplying and fixing following piano type switch / socket on the existing switch box/cover including connections etc. as required

a) 1.23.1 5/6 amps switch Each 13 33.00 429.00b) 1.23.4 3 pin 5/6 amps socket outlet Each 13 41.00 533.00

7.13 1.30 Supplying and fixing metal box of 180 mm x 100 mm x 60 mm deep (nominal size) onsurface or in recess with suitable size of phenolic laminated sheet cover in frontincluding providing and fixing 6 pin 5/6 amps & 15/16 amps socket outlet and 15/16amps paino type switch, connection, painting etc. as required. Each 19 276.00 5244.00

7.14 1.33 Supplying and fixung 3 pin, 5 amp ceiling rose on the existing junction box/ woodenblock including connection etc. as required. Each 43 43.00 1849.00

ELECTRICAL WORKS (S&T BUILDING)

Page 38


Sl. No.



(Rs. in Figures)

7.15 1.34 Supplying and fixing brass batten / angle holder including connection etc. as required.Each 19 74.00 1406.00

7.16 1.41 Installation, testing and commissioning of pre-wired, fluorecent fiiting/ compactfluorescent fitting of all types complete with all accessories and tube etc. directely onceiling / wall including connection with 1.5 sq. mm FRLS PVC insulated, copperconductor single core cable and earthing etc. as required. Each 12 91.00 1092.00

7.17 1.42 Installation, testing and commissioning of pre-wired, fluorecent fiiting/ compactfluorescent fitting of all types complete with all accessories and tube etc., includingsupplying and fixing ball and socket arrangement, 2 no. down rods of 20 mm dia x 1.6mm thick steel conduit upto 30 cm length, painting and wiring the down rods andconnection with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cableand earthing etc. as required. Each 8 233.00 1864.00

7.18 1.45 ITC ceilling fan with cover on fan box:Installation, testing and commissioning of ceiling fan, including wiring the down rods ofstandard length (upto 30cm) with 1.5sq. Mm FRLS PVC insulated, copper conductor,single core cable, including providing and fixing phenolic laminated sheet cover on thefan box etc. as required. Each 7 122.00 854.00

7.19 1.46 Installation , testing and commissioning of resistance type ceiling fan regulator, inexisting switch box including connection with 1.5 sq. mm FRLS PVC insulated, copperconductor, single core cable, earthing the regulator etc. as required. Each 7 52.00 364.00

7.20 1.50 Installation of exhaust fan in the existing opening, including making good the damage,connection, testing, commissioning etc. as required.

a) 1.50.1 Upto 450 mm sweep Each 10 204.00 2040.007.21 2.8 Supplying and fixing following way prewired TP&N MCB distribution board of steel

sheet for 415 volts on surface/ recess complete with loose wire box, terminalconnectors for all incoming and outgoing circuits, duly prewired with suitable size FRLSPVC insulated copper conductor up to terminal blocks, tinned copper bus bar, neutrallink, earth bar, din bar, detechable gland plate, interconnections, powder paintedincluding earthing etc. as required. (But without MCB/RCCB/Isolator)

a) 2.8.5 4 way (4+12),Double door Each 1 7357.00 7357.007.22 2.10 Supplying and fixing 5 amp to 32 amp rating, 240/415 volts "C" curve, miniature circuit

breaker suitable for inductive load of following poles in the existing MCB DB completewith connections, testing and commissioning etc. as required.

a) 2.10.1 Single pole Each 12 169.00 2028.00b) 2.10.5 Triple pole and neutral Each 2 887.00 1774.00

7.23 2.11 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. asrequired Each 6 7.00 42.00

Page 39


Sl. No.



(Rs. in Figures)

7.24 2.13 Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCBDB complete with connections, testing and commissioning etc. as required

a) 2.13.1 40 amps Each 1 659.00 659.007.25 2.18 Supplying and fixing 20 amps, 240 volts SPN industrial type socket outlet, with 2 pole

and earth, metal enclosed plug top along with 20 amps "C" curve, SP, MCB, in sheetsteel enclosure, on surface or in recess, with chained matal cover for the socket out letand complete with connections,testing and commissioning etc as required.

Each 10 954.00 9540.007.26 2.21 Provding and fixing M.V. danger notice plate of 200 mm x 150 mm, made of mild steel ,

at least 2 mm thick, and vitreous enameled white on both sides, and with inscription insingle red colour on front side as required. Each 2 141.00 282.00

7.27 5.1 Earthing with G.I earth pipe 4.5 metre long, 40 mm dia including accessories, andprovding masonry enclosure with cover plate having locking arrangement and wateringpipe etc. (but without charcoal/ coke and salt) as required. Set 4 3007.00 12028.00

7.28 5.7 Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductorearth electrode, including connection/ termination with GI thimble etc. as required

Metre 50 27.00 1350.007.29 5.9 Supplying and laying 25 mm x 5mm G.I. strip at 0.50 metre below ground as strip earth

electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. asrequired. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & springwasher spaced at 50mm) Metre 35 109.00 3815.00

7.30 5.12 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in15 mm dia G.I. pipe from earth electrode including connection with G.I. thimbleexcavation and re-filling as required. Metre 20 151.00 3020.00

7.31 7.1 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KVgrade of following size direct in ground including excavation, sand cushioning,protective covering and refilling the trench etc. as required.

a) 7.1.1 Upto 35 sq. mm Metre 50 195.00 9750.007.32 12.34 Supplying and fixing of 32 mm dia X 2.00 meters long G.I. pipe (medium class) bracket

for mounting of fluorescent/ HPMV/ HPSV/ MH street light fitting on pole/walls includingbending the pipe to the required shape, 2 nos 40 mm x 3 mm flat iron clamps with nuts,bolts and washer, painting the flat iron with primer and finish paint etc. as required.

Each 6 821.00 4926.00839608.00TOTAL OF SCHEDULE - 7

Page 40

Tender No.: RITES/RPO-LKO/5900/BRBCL/P3 SCHEDULE - 8

Sl. No.



(Rs. in Figures)8.1 16.1 Preparation and Consolidation of sub grade with power road roller of 8 to 12

tonne capacity after excavating earth to an average of 22.5 cm depth dressingto camber and consolidating with road roller including making good theundulations etc. and re-rolling the sub grade and disposal of surplus earth leadupto 50 metres.

Sqm 7940 81.29 645442.608.2 16.1 Supplying and stacking at site 90 mm to 45 mm size stone aggregate.(Payment

shall be made on stack measurement after deduction of 7.5% for voids)

cum 2010 1310.45 2634004.508.3 16.1 Supplying and stacking at site 63 mm to 45 mm size stone aggregate(Payment

shall be made on stack measurement after deduction of 7.5% for voids)

Cum 2010 1348.20 2709882.008.4 16.1 Supplying and stacking at site stone screening 11.2 mm nominal size (

Type B )cum 1050 1471.00 1544550.00

8.5 16.1 Laying,Spreading and Compacting stone aggregate of specified sizes to WBMspecifications including spreading in uniform thickness,hand picking,rolling with3 wheeled road/Vibratory roller 8-10 tonne in stages to proper grade andcamber,applying and brooming requisite type of screening/binding material tofill up interstices of coarse aggregate watering and compacting to the requireddensity.

cum 2605 425.05 1107255.258.6 16.1 Providing and applying tack coat using hot straight run bitumen of grde 80/100

including heating the bitumen ,Spraying the bitumen with mechanicallyoperated spray unit fitted on bitumen boiler, Cleaning and preparing the existingroad surface as per specifications on W.B.M @ 0.75Kg/sqm as per Itemno.16.30.1 of DSR-2013.

Sqm 13025 53.75 700093.758.7 16.1 2.5cm premix carpet surfacing with 3 cum of stone chipping 10mm nominal size

per 100 sqm and emulsion (medium setting min. 65% bitumen contents)Complying with IS:8887-1995 using 96 kg per cum of chipping of road surfaceincluding consolidation with road roller etc complete.

Sqm 13025 200.60 2612815.0011954043.10TOTAL OF SCHEDULE - 8

SCHEDULE - 8 : ROAD WORK (DSR ITEM)

Page 41

Tender No.: RITES/RPO-LKO/5900/BRBCL/P3 SCHEDULE - 9

Item No. Brief Description of Item Unit Quantity

Estimated Rate

Estimated Amount

(Rs.)9.1 Any other item not covered in above schedules but

covered in CPWD DSR 2014 (Civil and ElectricalWorks execution part) Rs. 100000.00

At par with DSR 2014

rates1000000.00

1000000.00

SCHEDULE-9 : CPWD DSR 2014 ITEMS


Page 42

BHARATIYA RAIL BIJLEE COMPANY LIMITED P3 Part 2 25... · BHARATIYA RAIL BIJLEE COMPANY LIMITED...

Documents

Transcript of BHARATIYA RAIL BIJLEE COMPANY LIMITED P3 Part 2 25... · BHARATIYA RAIL BIJLEE COMPANY LIMITED...