Construction of lane and drain by way of tilling and pipes from Manzoor Ah Upto Mohd Akbar Sheikh at Chinar Colony Mehjoor Nagar
Srinagar Municipal Corporation · Srinagar, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹2.2L
- EMD: ₹4K
- Published: 24 Sep 2026
- Closing date: 12 Oct 2026
- Status: open
- Department: LRWD
Description
Construction of lane and drain by way of tilling and pipes from Manzoor Ah Upto Mohd Akbar Sheikh at Chinar Colony Mehjoor Nagar
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Open Tender
- Evaluation: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (18)
- Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil — Qty: 11.38 CUM
- Providing and laying stone soling/ hand packed (above 75 mm) including all sorts of carriages by all means of transport upto site of work complete job — Qty: 0.8 CUM
- Providing & laying /Black cutting / Nallah Muck / GSB filling got by lorries including Loading, unloading. Ramming, dressing, and watering in layers and , including all sorts of carriages complete job. — Qty: 18.16 CUM
- Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) — Qty: 6.4 CUM
- Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) — Qty: 2.49 CUM
- Form work centering / shuttering including Strutting, Propping etc and removal of form work for: (a) Foundation, footings, basis, columns etc — Qty: 7.91 SQM
- 12mm thick cement plaster 1:4 mix (1 Cement :4 sand ) — Qty: 7.91 SQM
- Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate. — Qty: 1.49 SQM
- Providing & Laying non pressure NP2 Class (Heavy) duty) RCC pipes with collars jointed with stiff mixture of cement mortor in the proporation of 1:2 (1 cement : 2 fine sand) including testing of joints etc complete 250 mm dia RCC pipe. — Qty: 25.91 RM
- Providing laying and fitting of perforated polycrete precast R.C.C. manhole cover and frame of required shape and approved quality (HD - 20) Circular shape 560mm internal diameter including all safe carriages upto site of work complete job as per the directions of EIC. — Qty: 4 NO
- P/F of PVC pipe/fittings line heavy duty (Prince made). (Grade-B) with fittings complete job. A) 150 mm dia — Qty: 7.62 RM
- Providing & Laying in position cement concrete.1:2:4(1 cement: 2coarse sand : 4 graded stone aggregate 20 mm N.S crushed),reinforced cement concrete excluding the cost of centering, shuttering, finishing & reinforcement. All work upto plinth level. — Qty: 6.73 CUM
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete including all carriages complete job.(TMT Bars) — Qty: 201.9 KG
- Carriage of materials by mechanical transport from source upto the site of work complete job . A) Stone agg 40mm from Athwajan 8 kms lead — Qty: 5.76 CUM
- b) Stone agg 20mm from Athwajan 8 kms lead — Qty: 8.36 CUM
- Sand from Ganderbal 25 Km lead — Qty: 7.1 CUM
- Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. — Qty: 5.69 CUM
- Lifting / disposal of excavated/ dismantelled unservicable material from site of work to dumping site by mechanical transport including loading,unloading beyond municipal limits. as per direction of Engineer-in-charge: — Qty: 4.33 CUM
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