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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.1 CrAdmitted-Finance | -38.92% | ₹3.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.2 CrAdmitted-Finance | -37.55% | ₹3.2 Cr | L2 | Admitted-Finance |
| 3 | L3₹3.3 CrAdmitted-Finance | -36.70% | ₹3.3 Cr | L3 | Admitted-Finance |
| 4 | L4₹3.4 CrAdmitted-Finance | -34.81% | ₹3.4 Cr | L4 | Admitted-Finance |
| 5 | L5₹3.4 CrAdmitted-Finance | -33.92% | ₹3.4 Cr | L5 | Admitted-Finance |
Tender Value
₹5.2 Cr
EMD Value
₹10.3 L
Closing Date
27 Apr 2026, 4:00 pmClosed
Office of The Executive Engineer RnB Division Patt
Office of The Executive Engineer RnB Division Patt
Construction of PWD Rest House/Conference Hall at Pattan Baramulla
2026_PWDJK_306954_1
NIT 87 of RnB Pattan 2025-26
Open Tender
Civil Works
740 days
Office of The Executive Engineer RnB Division Patt
Please refer Tender documents.
13 documents required · 13 mandatory
₹8,500
Executive Engineer RnB Division Pattan
₹10.3 L
office of Superintending Engineer PWD R n B Circle
9 May 2026
30 Mar 2026
28 Apr 2026
6 Apr 2026
27 Apr 2026
6 Apr 2026
4 Apr 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 |
|---|---|---|---|---|---|
Main Building :- Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil, | - | Cum | - | - | |
Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil: | - | Cum | - | - | |
Earth work in excavation in all kinds of soil 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 by site Engineer | - | 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 | - | Cum | - | - | |
Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing complete, including all carriages. | - | Cum | - | - | |
Supply and filling of dry stone soling in foundation trenches/under floors tightly hand packed with hand ramming, dressing ,watering incld. carriage of material from source to site of work complete | - | Cum | - | - | |
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level 1:4:8 (1 Cement: 4 coarse sand: 8 grade stone aggregate 40mm nominal size) including all carriages. | - | Cum | - | - | |
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level 1:2:4 (1Cement: 2 coarse sand: 4 grade stone aggregate 20mm nominal size) including all carriages. | - | Cum | - | - | |
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) including all carriages. | - | Cum | - | - | |
Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) including all carriages. | - | Cum | - | - |
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