bidding document procurement of civil worksuk.gov.in/files/tender/tender_final est. crf...

GOVERNMENT OF UTTRAKHAND

BIDDING DOCUMENT PROCUREMENT OF CIVIL WORKS

(National Competitive Bidding)

VOLUME-II Name of Work : Widening and strengthening of Narson-Harjolijat - Mundlana – Landora – Zorasi – Budahedi - Bahedi -

Rajputana under C.R.F.

Uttarakhand Public Works Department 9th Circle, Dehradun

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Public Works Department Uttarakhand

BID DOCUMENT

VOLUME – II

FORM OF BID NAME OF WORK : Widening and strengthening of Narson-Harjolijat-

Mundlana-Landora-Zorasi-Budahedi-Bahedi Rajputana Under CRF.

To, Superintending Engineer, 9th Circle, P.W.D, Dehradun.

1- We offer to executive the work described above and remedy any defects therein in conformity with the condition of Contract, Specification, Drawings Bill of Quantities and Addenda for the sum (s) of --------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------

2- We undertake, if our Bid is accepted to commence the works as soon as possible after the receipt of the Engineer’s notice to commence, and to complete the whole of the works comprised in the contract with in the time stated in the document.

3- We agree to abide by this Bid for the period as prescribed in Clause 15 of the

instruction to bidder (Section-I) and it shall remain binding upon us and may be accepted at any time before the expiration of the period.

4- Unless and until and a formal agreement is prepared and executed, this Bid together

with your written acceptance thereof, shall constitute a binding contract between us.

5- We understand that you are not bound to accept the lowest or any tender you may

receive. 6- We accept the appointment of Chief Engineer (Garhwal Zone), Uttarakhand

P.W.D. Pauri (to be intimated later) as the Dispute Review Expert.

(OR)

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We do not accept the appointment of Shri…………………………………………………..

(to be intimated later) as the Dispute Review Expert and purpose instead that Shri

……………………………………………………….. be appointment as Dispute Review

Expert, whose BIO-DATA is attached.

Date this …………………………………day of …………………………………….2011

Signature………………………………....... In capacity of ……………………..duly

authorized to sign the bid on behalf of ……………………………………………………...

…………………………………………………………..

[In Block Capitals or Typed]

Address :

………………………………………………………………………………………………

……………………………………………………………………………………………....

Witness………………………………………………………………………………………

……………………………………………………………………………………………….

Address………………………………………………………………………………………

……………………………………………………………………………………………….

……………………...………………………………………………………………………..

Occupation………………………………………………………………………………...…

……………………………………………………………………………………………….

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PUBLIC WORKS DEPARTMENT, UTTARAKHAND BID DOCUMENT/VOL – II

BILL OF QUANTITIES A-PERMEABLE

1- The Bill of Quantities shall be read in conjunction with the instruction to bidder, Condition of Contract, Technical Specification and Drawings.

2- The quantities given in the Bill of Quantities are estimated and provisional and are

given to provide as common basis for bidding. The basis of payment will be the actual quantities of work ordered and carried out, as measured by the contractor and verified by the Engineer and valued at the rates and prices tendered in the Priced Bill of Quantities, where applicable, and otherwise at such rate and prices as the Engineer may fix within the terms of Contract.

3- The rates and prices tendered in the priced Bill of Quantities shall except in so far

as it is otherwise provided under the contract, include all constructional plan, labour supervision, material, maintenance, erection, insurance, profit, taxes and duties together with all general risks, liabilities and obligation set out or implied in the contract.

4- The rates and price shall be quoted entirely in Indian currency.

5- A rate or price shall be entered against each item in the Bill of Quantities, whether quantities are stated or not. The cost of Items against Which the Contractor has failed to enter a rate or price shall be deemed to be covered by other rates and prices entered in the Bill of Quantities.

6- The whole cost of complying with the provisions of the contract shall be included

in the items provided in the priced Bill of Quantities, and where no items are provided the cost shall be deemed to be distributed among the rates and prices entered for the related item of work.

7- General direction and description of work and material are not necessarily repeated

or summarized in the Bill of Quantities. References to the relevant sections of the Contract Document shall be made before entering rates or prices against each item in the Bill of Quantities.

8- The method of measurement of completed work for payment shall be in accordance

with the specification for Road and Bridge. Works published by the Ministry of Road, Transport & Highway (Latest Edition).

9- Errors will be corrected by the Employer for any arithmetic errors pursuant to

Clause-29 of the instruction to bidder.

10- Rock is defined as all material which, in the opinion of the Engineer, require blasting or the use of metal wedges and sledgehammers, or the use of compressed air drilling for its removal and which can not be extracted by ripping with the tractor of at least 150 KW with a single rear mounted heavy duty tipper.

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B : ABBREVIATIONS

Abbreviation For L.S. : Lump Sum No. : Number M or m. : Linear meter KM or km. : Kilometer Hect. : Hectare M2 or Sqm. : Square meter M3 or Cum. : Cubic meter Cm3 or Cu.cm : Cubic centimeter KG or Kg : Kilogram T : Tonne HP : Horse Power IRC : Indian Road Congress MORTH specification : Standard Specification for Roads and

Bridges Works (latest revision) issued by the Ministry of Road Transport & Highway, Government of India.

BIS : Bureau of Indian Standards. Prov. : Provisional Eqpt. Hrs. : Equipment hours. P.O.L. : Petrol, Oil and Lubricant Veh. Day : Vehicle Day. DRB : Disputes Resolution Board MDD : Maximum Dry Density HYSD : High yield steel deformed T&P : Tool & plant BWG : British Wire Gauge AC : Asbestos Cement MS : Mild Steel OMC : Optimum Moisture Content WBM : Water Bound Macadam WMM : Wet Mix Macadam BM : Bituminous Concrete SDBC : Semi Dense Bituminous Concrete TPH : Time Per Hour HMP : Hot Mix Plant GI : Galvanized Iron MM : Millimeter

1 Date of calling tender :- 09.05.11 5 ` 50.00 Lacs2 Date of Receiving tender :- 14.06.11 6 18 Month3 Date of opening tender :- 15.06.11 7 120 days4 Cost of tender form:-

In figure In words1 4 6 7

A) Widening and strengthening of road1

Cum2

Cum3

Cum

3

Excavation for road way in soil bymechanical means including cutting andpushing the earth to site of embankmentincluding disposal of excavated material asper direction of Engineer-in-chargetrimming bottom and side slopes inaccordance with requirements of lines,grades and cross sections.as per MORT&HSpecification section 301.(S.NO 3.3)

9,544.00

S no. Item Qty.

PRICE BID

Name of work:-Widening and strengthening of Narson-Harjolijat-Mundlana-Landora-Zorasi-Budahedi-Bahedi-Rajputana under CRF.

Earnest money :- Time of completion :-

Unit

Validity of tender :-R` 5000.00+13.5% VAT

Rate (In Rs.)

Earthwork for Embankment filling in alltype of soil, to be in 20 cm layers withproper moisture content, compacting as perMORT&H Specification 305 and subclauses where required, materials obtainedfrom borrow pit with all lead and lifts andtransportation to site, spreading, ramming &dressing to required level and slops & alsoincluding cost of all cartage of earthincluding consolidation of original groundas directed by E/I.(S.NO 3.16 &Specification 305)

175,818.00 Construction of granular sub-base byproviding well graded material, spreading inuniform layers with motor grader onprepared surface, mixing by mix in placemethod with rotavator at OMC, andcompacting with smooth wheel roller toachieve the desired density, complete as perMORT&H Technical Specification Clause401. (For Grading-I) (S.NO 4.2 &Specification 401)

19,862.00

2

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S no. Item Qty. Unit

Rate (In Rs.)

24

Cum5

Cum6

Sqm7

Sqm

129,649.00 Providing and applying tack coat withbitumen emulsion (medium setting) usingpressure distributor at the rate of 0.20 kgper sqm on the prepared bituminous/surface cleaned with mechanical broom. Asper MORT&H specification (For BM &SDBC work). (S.NO 5.2 & Specification503)

323,111.00

Providing, laying, spreading andcompacting stone aggregates of specificsize (63-45MM) to water bound macadamspecification including spreading inuniform thickness, hand packing, rollingwith 3 wheeled steel/vibratory roller 8-10tonne in stages to proper grade and camber,applying and brooming requisite type ofscreening/binding materials to fillup theinterstices of course aggregates type B,watering and compacting to the requireddensity. (WBM-II) As per MORT&HSpecification. Compacted thickness 7.50cm. each layer (S.NO 4.9 & Specification404)

7,784.00 Providing, laying, spreading andcompacting graded stone aggregate to wetmix macadam specification includingpremixing the Material with water at OMCin mechanical mix plant carriage of mixedMaterial by tipper to site, laying in uniformlayers with paver in sub- base / base course& making criss cross line before laying ofWMM in existing painted surface andcompacting with vibratory roller to achievethe desired density. Compacted thickness7.50 cm. each layer (S.NO 4.12 &Specification 406)

12,073.00 Providing and applying primer coat withbitumen emulsion (medium setting) onprepared surface of granular Base includingclearing of road surface and sprayingprimer at the rate of 0.60 Kg/sqm usingmechanical means..(S.NO 5.1 &Specification 502)

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Rate (In Rs.)

28

Cum9

Cum10

Sqm11

Nos.

Nos.

Nos.(III) Hectometer stone (precast)

136.00

(I) 5th kilometre stone (precast) 6.00 (II) Ordinary kilometer stone (precast)

32.00

Providing and laying of hot appliedthermoplastic compound 2.5mm thickincluding reflectorising glass beads @ 250gms per sqm area, thickness of 2.5 mm isexclusive of surface applied glassbeads asper IRC:35 .The finished surface to belevel, uniform and free from streaks andholes.(S.NO 8.13 & Specification 803)

2,140.00 Kilometre StoneReinforced cement concrete M15gradekilometre stone of standard design as perIRC:8-1980, fixing in position includingpainting and printing etc.(S.NO 8.14 &Specification 804)

Providing and laying 50mm thickbituminous macadam with 80-100 TPHbatch type HMP producing an averageoutput of 75 tonne per hour using crushedaggregates of specified grading premixedwith bituminous binder V.G.- 10 (80/100)@ 3.40 percent by wt. Of total mix andfiller, transported the hot mix to worksite,laying with a hydrostatic paver finisher withsensor control to the required grade, leveland alignment, rolled as per clause 501.6,and 501.7 to achieve the desireddensity.(S.NO 5.3 & Specification 504)

8,323.00 Providing and laying 25 mm thick semi-dense bituminous concrete with 80-100TPH batch type HMP producing an averageoutput of 75 tonne per hour using crushedaggregates of specified grading premixedwith bituminous binder V.G. 30 (60-70) @4.75 percent of by wt. of total mix andfiller, transported the hot mix to worksite,laying with a hydrostatic paver finisher withsensor control to the required grade, leveland alignment, rolled with smooth wheeled,vibratory and tandem rollers to achieve thedesired density as per MORT&Hspecification clause 508 complete in allrespects..(S.NO 5.7 & Specification 508)

4,039.00

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Rate (In Rs.)

212

CumB)13

Cum14

Cum15

Cum16

Sqm

2,441.00 Plastering not less than 12mm thick withcement mortar (1:3 ) with 1part of cement,3part of approved coarse sand on brickwork in sub - structure as per TechnicalSpecifications..(S.NO 13.3 & Specification1300 & 2200)

2,240.00

Plain Cement Concrete in M-20 grade innominal mix 1:1.5:3 with 1part of cement,1.5 part of approved coarse sand & 3 part of approved crushed stone grit for C.C.pavement work including supply of allmaterial, labour T&P, etc.complete as perDrawing.

1,373.00

Earth work in excavation of foundationof structures as per drawing andtechnical specification, including settingout, construction of shoring and bracing,removal of stumps and other deleteriousmatter, dressing of sides and bottom andback filling with approved material.(S.NO12.1 & Specification 304)

4,263.00 PCC 1:3:6 nominal mix with 1part ofcement, 3 part of approved coarse sand & 6part of approved crushed stone aggregate40 mm nominal size in Foundation withmechanically mixed,placed in foundationand compacted by vibration includingcuring for 14 days (S.NO 12.4 &Specification 2100)

312.00

For 3.0 M Span & 1.50M Span Culvert

Brick Masonry Work with M-10 brick inCement Mortar 1:3 ( 1part of cement & 3part of approved coarse sand) in Foundation/ sub-structrure complete excludingPointing and Plastering, as per Drawing andTechnical Specifications. (S.NO 12.5 &13.1 Specification 1300,2200)

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Rate (In Rs.)

217

Cum18

cu.m19

MT20

MT

7.00

Reinforced cement concrete M-20 Gradenominal mix( 1:1.5:3) with cement,approved coarse sand & 20mm gaugeapproved graded stone grit in super -structure(Deck slab) excluding supply ofreinforcement and its bending but includingits fixing and binding the same with24BWG binding wire including cost ofbinding wire and including necessarycentering &shuttering etc. also includingsupply of all material, labour, T&P etc.complete as per drawing and TechnicalSpecifications (S.NO 14.1 &Specification 1500,1600& 1700 )

159.00

Supplying, fitting and placing HYSD (Fe-415) reinforcement in plain work such asreinforced concrete wrought to requiredshapes as necessary cutting , bending,hooks& overlaping for proper completion of thework and including supply of all steel andits wastage all labour complete in super-structure as per drawing and TechnicalSpecification. (S.NO 14.2 & Specification1600 )

25.00

Supplying, fitting and placing HYSD (Fe-415) reinforcement in plain work such asreinforced concrete wrought to requiredshapes as necessary cutting , bending,hooks& overlaping for proper completion of thework and including supply of all steel andits wastage all labour complete in sub-structure as per drawing and TechnicalSpecification. (S.NO 13.6&Specification1600 & 2200)

Reinforced cement concrete M-20 Gradenominal mix( 1:1.5:3) with cement,approved coarse sand & 20mm gaugeapproved graded stone grit in sub -structure(Bed block) excluding supply ofreinforcement and its bending but includingits fixing and binding the same with24BWG binding wire including cost ofbinding wire and including necessarycentering & shuttering etc. also includingsupply of all material, labour, T&P etc.complete as per drawing and TechnicalSpecifications (S.NO 13.5 &Specification 1500,1700&2200 )

55.00

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Rate (In Rs.)

221

Nos.22

Cum23

Cum24

CumC) For RCC/Prestresed Major Bridge25

Cum26

Cum

540.00 Plain Cement Concrete in M-15 grade innominal mix 1:2:4 with 1part of cement, 2part of approved coarse sand & 4 part ofapproved crushed stone grit includingsupply of all material, labour T&P,etc.complete as per Drawing and TechnicalSpecifications section 1500,1700&2100.(S.NO. 12.8)

Sand Filling in wells as per Drawing &Technical Specification, including supply of allmaterial, labour, T&P etc.requird for propercompletion of the work.(S.NO 12.21 &Specification 1207) 5,053.00

55.00

Earth work in excavation of foundation ofstructures as per drawing and technicalspecification, including setting out,construction of shoring and bracing, removal ofstumps and other deleterious matter, dressing ofsides and bottom and back filling with approved material.(S.NO 12.1 & Specification 304)

600.00

Providing and laying stone filling in back ofabutment, wingwall & returnwall etc.weighing not less than 40 kg each completeas per drawing and Technicalspecification.(S.NO 15.1& Specification2503). 400.00 Providing and laying of stone laid in wirecrates made with 4mm dia GI wireconforming to IS: 280 & IS:4826 in 100mmx100mm mesh (weaved diagonally)including 10 per cent extra forlaps andjoints laid with stone boulders weighing notless than 40kg each, including supply andfixing of wire crate,including S/O allmaterials, labour,T&Petc. of required forproper completion the work .(S.NO 15.2 &Specification 2503)

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wingwall/ return wall with 100 mm dia ACpipe,extending through the full width of thestructure with slope of 1V :20H towardsdrawing face Complete as per drawing andTechnical Specifications .(S.NO 13.8 &Specification 2706& 2200) 192.00

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Rate (In Rs.)

227

MT28

i)

Cumii)

Cum29

Cum

Providing and laying cutting edge includingcurb fabricated with M.S. plate/flats forwell Foundation complete as per drawingand technical specification includingcutting, bending, welding & erecting inposition also including S/O all materiallabour T&P etc.required for propercompletion of the work. as per drawing &technical specification 1200&1900 ofMORT& H.(S.NO 12.10 )

111.00 Plain Cement Concrete in M-20 Gradeconcrete in Well foundation with approvedcoarse aggregate. coarse sand and cementmechanically mixed, placed and compactedby vibration including centering shutteringand proper curing also including S/O allmaterials, labour, T&P etc. of required forproper completion the work, as perMORT& H drawing and technicaspecification section 1200, 1500 & 1700.(S.NO 12.11)

Reinforced cement concrete M-30 Gradewith cement, approved coarse sand &approved graded coarse aggregate infoundation excluding supply ofreinforcement and its bending but includingits fixing and binding the same with24BWG binding wire including cost ofbinding wire and including necessarycentering &shuttering etc. also includingsupply of all material, labour, T&P etc.complete as per drawing and TechnicalSpecifications . (S.NO 12.8 & Specification1500,1700&2200)

7,893.00

Bottom plug( concrete to be placed using tremie pipe/ crane bucket) 1,700.00 Top plug

358.00

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Rate (In Rs.)

230

Cum31

Cum32

RM

RM

RM(iii) Beyond 10m

160.00

(ii) Beyond 3m upto 10m depth 112.00

Reinforced cement concrete M-30 Gradewith cement, approved coarse sand &approved graded coarse aggregate insuper-structure excluding supply ofreinforcement and its bending but includingits fixing and binding the same with24BWG binding wire including cost ofbinding wire and including necessarycentering &shuttering etc. also includingsupply of all material, labour, T&P etc.complete as per drawing and TechnicalSpecifications . (S.NO 14.1 & Specification1500,1700 & 2200)

422.00 Sinking of external diameter well (otherthan pneumatic method of sinking) throughall type of strata namely sandy soil, androck etc. complete as per drawing andtechnical specification including S/O allmaterials, labour, T&P etc. required forproper completion of the work. Depth ofsinking is reckoned from bed level as perdrawing &technical specification 1200ofMORT&H. (S.NO. 12.12 & 12.13 )

For 6.0 meter external diameter of well(i) Depth below bed level upto 3.0 M

48.00

Reinforced cement concrete M-30 Gradewith cement, approved coarse sand &approved graded coarse aggregate in sub-structure excluding supply of reinforcementand its bending but including its fixing andbinding the same with 24BWG bindingwire including cost of binding wire andincluding necessary centering &shutteringetc. also including supply of all material,labour, T&P etc. complete as per drawingand Technical Specifications . (S.NO 13.5& Specification 1500,1700 & 2200)

1,602.00

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Rate (In Rs.)

233

MT34

MT35

Nos.36

Cu.Cm

Supplying, fitting and fixing in position trueto line and level elastomeric bearingconforming to IRC: 83 (Part-II) section IXand clause 2005 of MORTH specificationscomplete including all accessories as perdrawing and TechnicalSpecifications.(S.NO 13.14 & Specification2000& 2200)

4,050,000.0

Providing weep holes in Brickmasonry/Plain/ Reinforced concreteabutment, wing wall/ return wall with 100mm dia AC pipe, extending through the fullwidth of the structure with slope of 1V:20H towards drawing face. Complete asper drawing and TechnicalSpecifications.(S.NO 13.8 & Specification2706 & 2200)

60.00

Supplying, fitting and placing HYSD (Fe-415) reinforcement in plain work such as inreinforced concrete wrought to requiredshapes as necessary cutting , bending,hooks& overlaping for proper completion of thework and including supply of all steel andits wastage all labour complete in sub-structure as per drawing and TechnicalSpecification.(S.NO 13.6& Specification1600&2200 )

719.00 Supplying, fitting and placing HYSD (Fe-415) reinforcement in plain work such as inreinforced concrete wrought to requiredshapes as necessary cutting , bending,hooks & overlaping for proper completionof the work and including supply of all steeland its wastage all labour complete in super-structure as per drawing and TechnicalSpecification. (S.NO 14.2 & Specification1600 )

314.00

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Rate (In Rs.)

237

Cum38

MT39

Nos.

Providing and fixing of high tensile steel 12T 13 wire/strands including sheathing ductID 75mm, Tube anchorage set completewith bearing plate, permanent wedges etc.all accessories for stressing, stressingoperations and grouting with OPC 43 gradecement, pressure @ 4.5 Kg/Cm2 withgrouting pump after stressing operation &getting complete as per drawing andTechnical specification, also include supplyof all material, labour, T&P etc. requiredfor proper completion of the work. As perMORT&H .(S.NO 14.3 &Specification1800)

31.000 Providing and construction of galvanizeddrainage spouts of 100 mm nominaldiameter G.I. pipes with G.I. clamps, bolts,grating, complete as per drawing andtechnical specification 2705 of MORT&Hincluding supply of all materials, labour,T&P etc. required for proper completion ofthe work. (S.NO 14.9)

120.00

Furnishing and placing reinforced/prestressed cement concrete M-40 gradewith cement, approved coarse sand &approved graded coarse aggregate in super -structure excluding supply of reinforcementand its bending but including its fixing andbinding the same with 24BWG bindingwire including cost of binding wire andincluding necessary centering &shutteringetc. also including supply of all material,labour, T&P etc. complete as per drawingand Technical Specifications. (S.NO 14.1 &Specification 1500,1600&1700).In main longitudinal T- beams &Transverse Cross Beams & Deck slab.

1,759.00

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Rate (In Rs.)

240

RM41

Cum42

SqmD) For Guide Bundh/Protection work 43

Cum44

Cum

Earthwork for Embankment filling in alltype of soil, to be in 20 cm layers withproper moisture content, compacting as perMORT&H Specification 305 and subclauses where required, materials obtainedfrom borrow pit with all lead and lifts andtransportation to site, spreading, ramming &dressing to required level and slops & alsoincluding cost of all cartage of earthincluding consolidation of original groundas directed by E/I.(S.NO 3.16 &Specification 305)

28,581.00

Painting two coats including primer coatafter filling the surface with apex exteriorpaint in all shades on new, plastered /concrete surfaces as per drawing andTechnical Specification Clause 803 (S.NO8.80)

13,304.00


2,977.00

Supply and fixing of strip seal expansionjoint with edge beam of special claw legsprofile member with extruded rolled steelsection and strips seal materail ofchloroprene with high tear strengthinsensitive to oil, gasoline (petrol) in singleoperation for minimum full length of thejoint with rigid anchorage and anchor loops.Anchorage shall be welded to the edgebeam and concreting with the help ofanchor loops with deck reinforcement bywelding conforming to 2607 of MORT&Hspecification. (S.NO 14.22)

136.00

853.00

Providing and laying stone filling in back ofabutment, wingwall & returnwall etc.weighing not less than 40 kg each completeas per drawing and Technicalspecification.(S.NO 15.1 & Specification2503).

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Rate (In Rs.)

245

Cu.m46

Cum47

Sqm48

CumE) CONSTRUCTION OF MINOR RCC BRIDGE49

(i) Cum(ii) Cum

Reinforced cement concrete grade M-15 23.00 Brick work In lime mortar 100.00

Providing and laying of stone laid in wirecrates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mmx100mm mesh (weaved diagonally)including 10 per cent extra forlaps andjoints laid with stone boulders weighing notless than 40kg each, including supply andfixing of wire crate,including S/O allmaterials, labour,T&Petc. of required forproper completion the work .(S.NO 15.2 &Specification 2503)

360.00

Dismantling of existing structures likeculverts, bridges, retaining walls and otherstructure comprising of masonry, cementconcrete,wood work, steel work, includingT&P and scaffolding wherever necessary,sorting the dismantled material, disposalof unserviceable material and stacking theserviceable material with all lifts and leadof 1000 metres (S.NO 2.4 & Specification202)

Providing and laying of apron with cementconcrete blocks cast in-situ and made withnominal mix of M-15 grade(1:2:4) with1part cement ,2 part approved coarse sand,& 4 part of 20 mm crushed stone gritincluding S/O all materials, labour,T&Petc.of required for proper completion thework as per IRC: 21-2000(S.NO 15.3 &Specification 2503).

2,115.00 Plastering not less than 40mm thick withcement mortar (1:3 ) with 1part of cement,3part of approved coarse sand on stonepiching in sub - structure as per TechnicalSpecifications..(S.NO 13.3 & Specification1300 & 2200)

2,948.00

Providing and laying boulders apron onriver bed & piching on both slope face ofguide bund for protection against scourwith stone boulders weighing not less than40 kg each complete as per drawing andTechnical specification. (Boulder Laid DryWithout Wire Crates).(S.NO 15.1,15.4 &Specification 2503,2504). 10,854.00

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Rate (In Rs.)

250

Cum51

Cum52

RM53

Cum54

Cum

Reinforced cement concrete M-30 Gradewith cement, approved coarse sand &approved graded coarse aggregate in Pilecap excluding supply of reinforcement andits bending but including its fixing andbinding the same with 24BWG bindingwire including cost of binding wire andincluding necessary centering &shutteringetc. also including supply of all material,labour, T&P etc. complete as per drawingand Technical Specifications (S.NO 12.8& Specification 1500,1700&2200)

229.00

Bored cast-in-situ M35 grade 600 mm dia.R.C.C. Pile excluding Reinforcementcomplete as per Drawing and TechnicalSpecifications and removal of excavatedearth with all lifts and lead upto 1000m.(S.NO 12.23 & Specification1100&1700)

540.00 Brick Masonry Work with M-10 Brick inCement Mortar 1:3 ( 1part of cement & 3part of approved coarse sand) in Foundation/ sub-structrure complete excludingPointing and Plastering, as per Drawing andTechnical Specifications.(S.NO 13.1 &Specification 1300,2200)

208.00


1,991.00 PCC 1:3:6 nominal mix with 1part ofcement, 3 part of approved coarse sand & 6part of approved crushed stone aggregate40 mm nominal size in Foundation withmechanically mixed,placed in foundationand compacted by vibration includingcuring for 14 days (S.NO 12.4 &Specification 2100)

63.00

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Rate (In Rs.)

255

Cum56

Cum57

MT58

MT

Supplying, fitting and placing HYSD (Fe-415) reinforcement in plain work such as inreinforced concrete wrought to requiredshapes as necessary cutting , bending,hooks& overlaping for proper completion of thework and including supply of all steel andits wastage all labour complete in sub-structure as per drawing and TechnicalSpecification. (S.NO 13.6 & Specification1600&2200 )

17.00

Reinforced cement concrete M-30 Gradewith cement, approved coarse sand &approved graded coarse aggregate in sub-structure excluding supply of reinforcementand its bending but including its fixing andbinding the same with 24BWG bindingwire including cost of binding wire andincluding necessary centering &shutteringetc. also including supply of all material,labour, T&P etc. complete as per drawingand Technical Specifications .(S.NO 13.5& Specification 1500,1700 &2200)

133.00 Reinforced cement concrete M-30 Gradewith cement, approved coarse sand &approved graded coarse aggregate in super-structure excluding supply of reinforcementand its bending but including its fixing andbinding the same with 24BWG bindingwire including cost of binding wire andincluding necessary centering &shutteringetc. also including supply of all material,labour, T&P etc. complete as per drawingand Technical Specifications .(S.NO 14.1& Specification 1500,1600&1700).

301.00 Supplying, fitting and placing HYSD (Fe-415) reinforcement in plain work such as inreinforced concrete wrought to requiredshapes as necessary cutting , bending,hooks& overlaping for proper completion of thework and including supply of all steel andits wastage all labour complete infoundation as per drawing and TechnicalSpecification. (S.NO 12.40& Specification1600).

66.00

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Rate (In Rs.)

259

MT60

Nos.61

Cum62

Cu.cm63

Nos.

Providing and construction of galvanizeddrainage spouts of 100 mm nominaldiameter G.I. pipes with G.I. clamps, bolts,grating, complete as per drawing andtechnical specification 2705 of MORT&Hincluding supply of all materials, labour,T&P etc. required for proper completion ofthe work. (S.NO 14.9)

12.00

Supplying, fitting and placing HYSD (Fe-415) reinforcement in plain work such as inreinforced concrete wrought to requiredshapes as necessary cutting , bending,hooks& overlaping for proper completion of thework and including supply of all steel andits wastage all labour complete in super-structure as per drawing and TechnicalSpecification. (S.NO 14.2 & Specification1600 )

34.00 Providing weep holes in Brickmasonry/Plain/ Reinforced concreteabutment, wing wall/ return wall with 100mm dia AC pipe, extending through the fullwidth of the structure with slope of 1V:20H towards drawing face. Complete asper drawing and TechnicalSpecifications.(S.NO 13.8 & Specification2706 & 2200)

40.00 Providing and laying stone filling in back ofabutment, wingwall & returnwall etc.weighing not less than 40 kg each completeas per drawing and Technical specification.(S.NO 15.1& Specification 2503).

259.00 Supplying, fitting and fixing in position trueto line and level elastomeric bearingconforming to IRC: 83 (Part-II) section IXand clause 2005 of MORTH specificationscomplete including all accessories as perdrawing and TechnicalSpecifications.(S.NO 13.14 & Specification2000& 2200)

112,320.00

of 21



Rate (In Rs.)

264

RM65

Cum

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Officer Calling Officer Opening Tender Tender

Signature of Contractor and full address

Officer Recommending Officer AcceptingTender Tender

Providing and laying of stone laid in wirecrates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mmx100mm mesh (weaved diagonally)including 10 per cent extra forlaps andjoints laid with stone boulders weighing notless than 40kg each, including supply andfixing of wire crate,including S/O allmaterials, labour,T&Petc. of required forproper completion the work .(S.NO 15.2 &Specification 2503)

108.00

Note :- Condation of Schedule 'B' are enclosed separately.

Supply and fixing of strip seal expansionjoint with edge beam of special claw legsprofile member with extruded rolled steelsection and strips seal materail ofchloroprene with high tear strengthinsensitive to oil, gasoline (petrol) in singleoperation for minimum full length of thejoint with rigid anchorage and anchor loops.Anchorage shall be welded to the edgebeam and concreting with the help ofanchor loops with deck reinforcement bywelding conforming to 2607 of MORT&Hspecification. (S.NO 14.22)

34.00

of 21

bidding document procurement of civil worksuk.gov.in/files/tender/tender_final est. crf...

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