Rural Works Department Tender

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Rural Works Department Tender

Works

Civil And Construction

Bridge Construction

Eprocure

Opening Date10 Oct 2024

Closing Date17 Oct 2024

Tender Amount₹ 1,66,75,425

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Costs

EMD
₹ 3,33,509
Document Cost
₹ 10,000
Tender Fee
Refer Documents

Description

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Tender Id
2024_RWD_136611_1
Bid Award Id
View
Tender No
BR29P3R20
Tender Authority
Rural Works Department View
Purchaser Address
-

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Documents

Tender Notice-12.6 MBTendernotice_1.pdf

NIT

BOQ-1378.4 kBBOQ_214050.xls

BOQ

Document-31.6 MBSBD20.pdf

SBD

Document-21.5 MBLetterno.852.pdf

LETTER

Document-149.0 kBTender_Detail_2024...Tender_Detail_2024_RWD_136611_1.html

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BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

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I. Ordinary Soil

Quantity-

Rate-

Amount -

i) Upto 3m depth

Quantity598.7

Rate179

Amount 107460.66

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Quantity-

Rate-

Amount -

II. PCC Grade M-15

Quantity43.87

Rate6870

Amount 301427.7

SUBSTRUCTURE

Quantity-

Rate-

Amount -

R.C.C. grade M-30 in Substructure complete as per Dwg & Tech Specification

Quantity-

Rate-

Amount -

RCC M-30

Quantity-

Rate-

Amount -

i) Upto 5m height (Using Concrete Mixer)

Quantity274.44

Rate11094

Amount 3044796.54

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Quantity26.8

Rate66732

Amount 1788426.18

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Quantity140

Rate142

Amount 20010.2

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Quantity-

Rate-

Amount -

I) Sandy Material

Quantity112.23

Rate938

Amount 105380.6

Providing and laying filter media with granular crushed aggregates (Jhama Metal) as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8

Quantity80.7

Rate3475

Amount 280509.97

SUPERSTRUCTURE

Quantity-

Rate-

Amount -

Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

Quantity-

Rate-

Amount -

II. RCC M-25 (Height 5m to 10m)

Quantity112.85

Rate11680

Amount 1318118.47

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202

Quantity11.49

Rate68298

Amount 784747.7

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

Quantity15.3

Rate13557

Amount 207425.31

Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3

Quantity54.4

Rate2800

Amount 152353.73

Drainage Spouts complete as per drawing and technical specifications Clause 1209

Quantity12

Rate1356

Amount 16274.28

P.C.C. M-15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specificatios Clauses 800 & 1211.

Quantity8.19

Rate6696

Amount 54841.8

Reinforced Cement Concrete M-30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211

Quantity17.88

Rate12545

Amount 224320.87

Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)

Quantity16.8

Rate8120

Amount 136430.62

Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

Quantity16.8

Rate262

Amount 4410

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.

Quantity16.8

Rate368

Amount 6198.7

PROTECTION WORK

Quantity-

Rate-

Amount -

Excavation for Structures

Quantity-

Rate-

Amount -

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Quantity970.7

Rate179

Amount 174230.94

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing not less than 25 Kg, laid dry complete as per drawing and technical specifications Clause 1301.

Quantity-

Rate-

Amount -

I. Rubble stone laid in cement mortar 1:3

Quantity77.38

Rate3597

Amount 278355.2

Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303.P.C.C grade M 15

Quantity71.09

Rate6870

Amount 488454.41

Providing and laying curtain walls complete as per drawing and technical specification Clause 1304.

Quantity-

Rate-

Amount -

P.C.C grade M 20

Quantity313.04

Rate7675

Amount 2402675.91

E. APPROCH ROAD

Quantity-

Rate-

Amount -

Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I

Quantity0.09

Rate72891

Amount 6560.19

Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .

Quantity3065

Rate240

Amount 737408.35

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Quantity363

Rate243

Amount 88521.18

Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Quantity72.29

Rate2410

Amount 174239.86

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.

Quantity28.69

Rate4521

Amount 129719.25

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Quantity28.69

Rate4546

Amount 130426.46

Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.

Quantity382.5

Rate53

Amount 20456.1

Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.

Quantity382.5

Rate18

Amount 7030.35

Providing , laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm agreegates either using penetration grade bitumin or emulsion to reqired line grade , and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant , laying and rolling with a three wheel 80-100 KN static roller capacity , ifnished to required level and grades to be followed by seal coat of either Type A or Type B or Type as per Technical Specification clause 508

Quantity382.5

Rate206

Amount 79013.03

Providing , laying seal coat sealing the voids in a bituminous surface laid to the specified levels ,grades and cross fall using Type B as per the specification in clause 510 ( With Bituminous Binder S-90 )

Quantity382.5

Rate68

Amount 26277.75

Providing and Fixing 'Logo' of Project informayory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5 m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 Nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600 mm,600 mm,600 below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG steel plate tube. All M.S will be stove enameled on both sides. Lettering and printing arrows, border etc, will be painted with ready mixed synthetic enamer paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 abd Annexure 1700.1.

Quantity2

Rate11314

Amount 22628.88

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity20

Rate801

Amount 16033

E. DIVERSION

Quantity-

Rate-

Amount -

Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .

Quantity720

Rate240

Amount 173224.8

Granular Sub-base with Well Graded Material (Table 400.1) Grading II -Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Quantity33.75

Rate2410

Amount 81347.29

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row (2 ROW)

Quantity22.5

Rate7744

Amount 174254.18

E. MISCLLANIOUS

Quantity-

Rate-

Amount -

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (PCC Work/RCC)

Quantity36

Rate1646

Amount 59260.68

Dismantling of existing structures, like culverts, bridge,retaining wall and other structures comprising of brick masonary including unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per technical specification clause 202. Dry Brick Pitching or Brick Soling, Masonry work)

Quantity48.48

Rate306

Amount 14879

Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Quantity185.06

Rate130

Amount 24083.71

Labour Cess @ 1%=

Quantity1

Rate138622

Amount 138622.14

Seigniorage Fee @ 10%=

Quantity1

Rate66438

Amount 66438.63

GST @ 18%=

Quantity1

Rate2532109

Amount 2532109.43

Total Cost for 1st Year Maintenance Work

Quantity1

Rate6431

Amount 6431.8

Total Cost for 2nd Year Maintenance Works

Quantity1

Rate9200

Amount 9200

Total Cost for 3rd Year Maintenance Works

Quantity1

Rate12047

Amount 12047

Total Cost for 4th Year Maintenance Works

Quantity1

Rate14894

Amount 14894

Total Cost for 5th Year Maintenance Works

Quantity1

Rate17740

Amount 17740

Labour Cess @ 1%=

Quantity1

Rate603

Amount 603.13

Seigniorage Fee @ 10%=

Quantity1

Rate3526

Amount 3526.15

GST @ 18%=

Quantity1

Rate11599

Amount 11599.57

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