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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹58.3 LAdmitted-Fee/PreQual/Technical/Finance | -37.00% | ₹58.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹59.9 L+₹1.6 L (2.78%)Admitted-Fee/PreQual/Technical/Finance | -35.25% | ₹59.9 L+₹1.6 L (2.78%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹60.5 L+₹2.2 L (3.79%)Admitted-Fee/PreQual/Technical/Finance | -34.61% | ₹60.5 L+₹2.2 L (3.79%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹61.0 L+₹2.8 L (4.76%)Admitted-Fee/PreQual/Technical/Finance | -34.00% | ₹61.0 L+₹2.8 L (4.76%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹62.2 L+₹3.9 L (6.69%)Admitted-Fee/PreQual/Technical/Finance | -32.79% | ₹62.2 L+₹3.9 L (6.69%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
Refer Docs
EMD Value
₹2.2 L
Closing Date
31 Mar 2026, 4:00 pmClosed
Er. Mohammad Waseem
Office of the Executive Engineer RnB Ang
Construction of Dilapidated building at Higher Secondary School Merhama.
2026_PWDJK_306767_1
NIT 176 of RnB/Ang/2025-26/14358-67 Dt 25/03/26
Open Tender
Civil Works
Percentage
720 days
Bijbehara
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,600
Executiver Engineer rnB Division Anantnag
₹2.2 L
3 Apr 2026
25 Mar 2026
1 Apr 2026
25 Mar 2026
31 Mar 2026
25 Mar 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 |
|---|---|---|---|---|---|
| 1Earth 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: 2.9.1 All kinds of soil : | |||||
| 2Filling 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. | |||||
| 3P/L of stone soling nallah boulders, hand packed, incl. carriage | |||||
| 4Cast in situ Conc. with nominal mix M-7.50 grade with 40mm nominal size agg..incl all leads lifts, carriage complete incl all carriages complete job | |||||
| 5Providing 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) incl all carriages | |||||
| 6Reinforced 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)incl carriage | |||||
| 7Reinforced 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) incl carriage | |||||
| 8Cast in situ 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) incl carriage | |||||
| 9Centring and shuttering including strutting, propping etc and removal of form work | |||||
| 10Foundations, footings, bases of columns etc. for mass concrete. | |||||
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