Shri Vishwakarma Skill University Tender
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Costs
EMD
₹ 11,25,000Document Cost
₹ 20,000Tender Fee
₹ 1,180
Summary
Construction Of Road And Pedestrian Path (balance Work)
Description
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Contact
Tender Id
2024_HRY_406775_1Bid Award Id
ViewTender No
2024873B4B6E F5A8 448E 80CA AE7AD060A12B1845SVSTender Authority
Shri Vishwakarma Skill University ViewPurchaser Address
-Website
http://etenders.hry.nic.in
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Documents
BOQ Items
... More
HSR Item 17.3 -Dismantling of flexible pavement by Mechanical Means
Bituminous course
HSR Rate (Rs.) : 211.00 Through Rate
135
211
28485
... More
HSR Item 17.5.3 -Compacting Original Ground
3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final
dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per
technical clause 305 of MORT&H specifications
HSR Rate (Rs.) : 7.00 Through Rate
16792.14
7
117544.99
... More
HSR Item 17.10.1 -Excavation for Roadway in Soil by Mechanical means and Tippers with Disposal up to 1000 metres.
1. Excavation for roadwork in soil by mechanical means including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of
lines, grades and cross sections, and disposal within all lead and lift as per technical clause 301 of MORT&H specifications.
HSR Rate (Rs.) : 87.00 Through Rate
6626.56
87
576510.89
... More
HSR Item 17.15.1 -Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2)
Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place
method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications
1. Grading I material
HSR Rate (Rs.) : 911.00 Through Rate
2208.86
911
2012269.64
... More
HSR Item 17.23.2 -Water Bound Macadam Grading - II
2. Water Bound Macadam (53mm to 22.4 mm)Grading II with screenings Type “B” (11.2 mm aggregates) Providing, laying, spreading and compacting stone
aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller
8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate,
watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications
HSR Rate (Rs.) : 1243.00 Through Rate
2208.86
1243
2745610.49
... More
HSR Item 17.44 -Dry Lean Cement Concrete Sub- base
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not
exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/
cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant,
transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing, as per clause 601 of MORT&H
specifications
HSR Rate (Rs.) : 2057.00 Through Rate
2880.04
2057
5924242.28
... More
HSR Item 17.45 -Cement Concrete Pavement
Construction of un-reinforced M-40 grade concrete pavement with dowel jointed, over a prepared sub base with 43 grade OPC cement concrete coarse and fine
aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batching and mixing plant as per approved
mix design, transported to site in transit mixer with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of
contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod,
admixtures as approved, curing compound, finishing to lines and grades as per drawing, complete as per clause 602 of MORT&H specifications.
HSR Rate (Rs.) : 5270.00 Through Rate
5303.4
5270
27948918
... More
HSR Item 17.69.3 -Interlocking Concrete Block Pavement
3. Providing and Laying 60 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix
cement M 35 over the bed of 25 mm thick fine sand complete in all respect.
HSR Rate (Rs.) : 576.00 Through Rate
8049.23
576
4636357.06
... More
HSR Item 17.70 -Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3.
HSR Rate (Rs.) : 26.00 Through Rate
900
26
23400
... More
HSR Item 7.20.2 -Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in:
2. Cement Mortar 1:6 (1 cement : 6 coarse sand)
HSR Rate (Rs.) : 4146.00 Through Rate
871.7
4146
3614080.64
... More
HSR Item 22.165.5 -Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W.
pipes including bed concrete as per standard design :
5. 300 mm diameter S.W. pipe
HSR Rate (Rs.) : 395.00 Through Rate
912
395
360240
... More
HSR Item 22.168.5 -Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of
1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
5. 450 mm dia. R.C.C. pipe
HSR Rate (Rs.) : 964.00 Through Rate
912
964
879168
... More
HSR Item 6.1.6 -Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up
to Floor IV level:
6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
HSR Rate (Rs.) : 2442.00 Through Rate
392.86
2442
959354.35
... More
HSR Item 6.29.2 -Centering and shuttering including strutting, propping etc. and removal of form work for :
2. Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
HSR Rate (Rs.) : 282.00 Through Rate
2191.57
282
618021.33
... More
HSR Item 34.1.2 -Cast in Situ Cement Concrete M20 Kerb
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm
thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause
408
2. Using Concrete Batching and Mixing Plant
HSR Rate (Rs.) : 206.00 Through Rate
622.15
206
128162.9
... More
HSR Item 34.2.2 -Cast in Situ Cement Concrete M 20 Kerb with Channel
Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation
150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation
concrete laid manually, all complete as per clause 408
2. Using Concrete Batching and Mixing Plant
HSR Rate (Rs.) : 375.00 Through Rate
6677.82
375
2504182.5
... More
HSR Item 4.16.1.3 -Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms,
including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by
ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m.
1.3. All kind of soil Pipes, cables etc, exceeding 300 mm dia but not exceeding 600 mm dia.
HSR Rate (Rs.) : 131.00 Through Rate
912
131
119472
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