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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | -35.53% | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹7.0 L (6.50%)Admitted-Finance | -31.34% | ₹1.1 Cr+₹7.0 L (6.50%) | L2 | Admitted-Finance |
| 3 | L3₹1.2 Cr+₹8.6 L (8.00%)Admitted-Finance | -30.37% | ₹1.2 Cr+₹8.6 L (8.00%) | L3 | Admitted-Finance |
| 4 | L4₹1.2 Cr+₹9.2 L (8.58%)Admitted-Finance | -30.00% | ₹1.2 Cr+₹9.2 L (8.58%) | L4 | Admitted-Finance |
| 5 | L5₹1.2 Cr+₹14.9 L (13.8%)Admitted-Finance | -26.62% | ₹1.2 Cr+₹14.9 L (13.8%) | L5 | Admitted-Finance |
Tender Value
₹1.7 Cr
EMD Value
₹3.3 L
Closing Date
11 Aug 2026, 5:00 pmClosed
Executive Engineer RNB Division Chadoora
Chadoora
Construction of Art and Craft Room, Computer Room, Dilapidated (Secondary) and Science Room at High School Pahroo.
2026_PWDJK_318624_1
NIT NO 29
Open Tender
Civil Works
Percentage
730 days
CHADOORA
AS PER NIT
4 documents required · 4 mandatory
₹2,600
Yes
Executive Engineer RNB Division Chadoora
₹3.3 L
Yes
2 Sept 2026
30 Jul 2026
12 Aug 2026
30 Jul 2026
11 Aug 2026
30 Jul 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 |
|---|---|---|---|---|---|
| 1.01 | 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 | 700 | Cum | 187.3 | ₹1,31,110 |
| 2 | Pumping out water(Dewatering of trenches) caused by springs, tidal or river seepage, broken water mains or drains and the like all complete as per direction of Engineer-in-charge. | 700 | 1kl | 165.5 | ₹1,15,850 |
| 3 | Providing & Laying of stone soling (dully hand packed) including watering dressing and ramming with all carriages loading un-loading and stacking etc complete | 482.05 | cum | 900 | ₹4,33,845 |
| 4 | 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) | 50.33 | cum | 5,202.9 | ₹2,61,861.96 |
| 5 | 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. | 490 | cum | 218.4 | ₹1,07,016 |
| 6 | 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) | 146.2 | cum | 7,788.4 | ₹11,38,664.08 |
| 7 | 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) | 22.68 | cum | 9,395.7 | ₹2,13,094.48 |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 132.64 | cum | 9,821.85 | ₹13,02,770.18 |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more. | 42,546.45 | Kg | 123.2 | ₹52,41,722.64 |
| 10Centering and shuttering including strutting, propping etc. and removal of form work for | |||||
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