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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.4 LAdmitted-Fee/PreQual/Technical/Finance | -34.81% | ₹10.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹11.1 L+₹76,685.46 (7.39%)Admitted-Fee/PreQual/Technical/Finance | -29.99% | ₹11.1 L+₹76,685.46 (7.39%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹12.1 L+₹1.8 L (17.1%)Admitted-Fee/PreQual/Technical/Finance | -23.66% | ₹12.1 L+₹1.8 L (17.1%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹12.2 L+₹1.8 L (17.4%)Admitted-Fee/PreQual/Technical/Finance | -23.45% | ₹12.2 L+₹1.8 L (17.4%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹12.5 L+₹2.1 L (20.4%)Admitted-Fee/PreQual/Technical/Finance | -21.50% | ₹12.5 L+₹2.1 L (20.4%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹15.9 L
EMD Value
₹31,820
Closing Date
25 Jun 2026, 4:00 pmClosed
Executive Engineer Left River Works Division
Office of Executive Engineer LRWD, SMC at Old Funds office Building Karan Nagar near National School Municipal Park
Construction of lane and drain from House of Naza to main road Existing drain at Astanpora Rawalpora
2026_HAUDD_312113_1
NIET 09 e-tendering /2026-27 LRWD
Open Tender
Civil Works
Percentage
20 days
Srinagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹800
Yes
Municipal Account 0216010200000007
₹31,820
Yes
23 Jul 2026
11 Jun 2026
26 Jun 2026
11 Jun 2026
25 Jun 2026
11 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Engagement of labourers for clearance of site etc. | |||||
| 2 | Silt clearance from canals / drains. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) Wet | - | CUM | 1 | - |
| 3 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in- charge:1:3:6 or richer mix (i/c equivalent design mix | 1 | CUM | - | - |
| 4 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.-The cost of dismantled servicable material shall be duducted as scrap in the bill) | 1 | CUM | 1 | ₹1 |
| 5Earth work in excavation by manual means 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: (1 meter from cutting edge ) All kinds of soil | |||||
| 6 | 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. | 1 | CUM | - | - |
| 7 | 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) | - | CUM | 1 | - |
| 8Providing 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | |||||
| 9Providing 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) | |||||
| 10Chequerred precast cement concrete tiles 22mm thick (coloured) in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing, cleaning and curing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand) including all carriages complete job as per the directions of EIC | |||||
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