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NTID 43231805
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💬 Talk to Our Bidding ExpertConstruction Of A R c c Paveme in Durgapur - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of A R c c Paveme" in Durgapur, India.
THE DURGAPUR PROJECTS LIMITED
Durgapur, West Bengal, India
NTID 43231805
- Opening Date : Sun 19th January, 2025
- Closing Date : Mon 12th January, 2026
- ₹ 0.00
- NTID 43231805
Key Values: Document Cost: 0.00 | EMD: 73100.00 | Estimated Cost: 0.00
Tender Description
Construction Of A R.c.c Pavement - From The Track Hopper Level Crossing To The Northern Side Of Chp Control Room Under Dpps/dpl.job No. 959/dpps.
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
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EMD
73100.00 -
Document Cost
Refer Documents -
Estimated Cost
Refer Documents
BOQ Items Total Items : 18 | Total Qty : 4908.5
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. | 450.00 | Cum |
| 2 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation and up to roof of ground floor/up to 4 m (i) Tor steel/Mild Steel II. Other than SAIL/ TATA/RINL . | 10.50 | MT |
| 3 | a) Granular Sub-base with Graded Material (Table: - 400-1) - B. By Mix in Place Method : Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (iii) Grading III : (150mm th.). | 45.00 | Cum |
| 4 | Supplying ready mixed concrete of M 30 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m. of wet concrete produced in computerised batching plant under controlled condition using approved super plasticizer, designing concrete mix following I.S.10262andI.S.456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification& direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. [cement to be supplied by the Manufacturer/ supplier] In ground floor and foundation. (i) Without approved concrete pump. | 310.00 | Cum |
| 5 | 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 specifications for Road & Bridge Works of MoRT&H (5th Revision). | 170.00 | Cum |
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