CC road ward no 24
DLB · Kishangarh Renwal, Rajasthan · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹10.0L
- EMD: ₹20K
- Published: 04 Nov 2026
- Closing date: 16 Nov 2026
- Status: open
- Status as of: 07 Nov 2026 03:52 UTC
- Ministry: Local Self Government
- Department: Department of Local Bodies
- Office: EO M.B.K. Renwal
Description
Construction of CC road at various places in Ward No. 24, Kishangarh Renwal. The BOQ includes dismantling, earthwork dressing and carriage, lean cement concrete, PCC M-20 pavement, and laying RCC pipes.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (7)
- 2 — Qty: 3 5
- Dismantling of existing structures like culverts, bridges, retaining walls, CC road 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 50 metres as directed by Engineer. Lime Concrete, cement concrete grade M-10 (1:5:10) and below — Qty: 60 cum
- Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m. — Qty: 600 Sqm
- Carriage of Materials by mechanical transport including loading, unloading and stacking :Earth : 5 km — Qty: 492 Cum
- Providing and laying lean cement concrete 1:4:8 in 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 concrete mixer, laid manuall, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. — Qty: 60 Cum
- Providing and laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-20 — Qty: 107.2 Cum
- Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP3 class (with s/s ends) IS: 458 - 1988 (amended up to date) marked and pipes from 300 mm upto 2000 mm manufactured through vertical / vibrated casting process all levels with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/ inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. 300 mm internal diameter metre — Qty: 40 mtr
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