Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date7 Sep 2024
Closing DateCancelled
Tender Amount₹ 24,14,268 
Notes
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Costs

Summary

Fdr/mtc.of Road From Amarpur(fatik Sagar) To Chabimura Under Pwd(randb) Amarpur Sub-division -i Sh- Re-construction Of Embankment, Granular Sub-bases, Bases ( Non-bituminous ) And Surface Courses ( Bituminous ) ,cement Concrete Block Pitching,wire Cr

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Construction of subgrade and earthen shoulders withapproved material obtained from borrow pits with all liftsand leads, transporting to site , spreading, grading torequired slope and compacted to meet requirement of Table 300.2 as per MoRT&H Technical Specification clausesof section 300

93.6

21144

225.9

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Granular Sub-base with Well Graded Material (Table 400.1) using Jhama Brick Aggregate (A) By Mix in Place Method Construction of granular sub-base by providing well graded material (Jhama Brick Aggregate, Grading-I, as per Table 400.1, spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401. (i) For Grading - I Material (jhama brick aggreate)

81.75

385917

4720.7

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Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate WBM Grading - 2 Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading- 2 as per MoRD Technical Specification Clause 405. (A) By Manual Means WBM Grading II

40.88

303942

7435.9

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WBM Grading III

40.88

305503

7474.1

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Prime Coat (i) Low porosity 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- 1.00 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502.

680

49912

73.4

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Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503.

680

15844

23.3

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Providing, laying and rolling of open-graded premix carpet of 25 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required 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, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 508

680

274720

404

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Providing and laying seal coat sealing the voids in a bituminous surface laid to thespecified levels, gradeand cross fall usingTypeAorTypeBorTypeCorTypeDas per MoRD Technical Specification Clause 510. Type D (premix with fine sand) (I) Bitumen of VG-30

680

52428

77.1

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Manufacturing & supplying of machine made 4 mm G.I. wire crates chain link type size of cage 1500mm. X 600mm. X 450mm. having square mesh of 80mm. X 80mm. including carrying to the work site as per direction of the Engineer-in-charge ( Weight of each cage shall not be less than 7.80 kg )

2262.75

322690

142.61

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Supplying and stacking mixed class brick bats (50% first class & 50% un-class ) including carriage loading & unloading at the site of work complete as per direction of the Engineer-in-charge

94.5

323276

3420.92

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Labour charge for filling / packing of mixed class brick bats in S.W.G PVC wire crates of size of 1500mm. X 600mm. X 450mm. Fastening with SWG GI wire and placing in river bed / slope properly as per direction of the Engg-in-charge.

350

60655

173.3

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Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete (usingj hama brick aggregate) as per drawing and MoRD technical specification Clause 1301 (rate includes preparation of bed,nominal surface re-inforcement and filling of granular material in recesses between blocks).

5.76

54933

9537

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Single bamboo palasiding/walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & driven @ 150 mm c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and MoRD technical specification Clause 1302.5 (A). Driven at least 900 mm below ground and 1200 mm above ground on averag

30

34482

1149.4

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Sand seal coat on old bituminous road surface by applying Viscosity Graded (VG-30) bitumen @ 1 00 kg per sqm using rubber brush after proper cleaning of the road surface and spreading of river sand @0.06 cum/10 sqm complete as per specification and direction of the Engg.-in-Charge.

1265

127322

100.65

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Clearing grass and removal of rubbish up to a distance of30 m outside the periphery of the area as per MoRT&HTechnical Specification Clause 201.

0.29

8247

28638.7



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