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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.0 LAdmitted-Finance | -33.13% | ₹7.0 L | L1 | Admitted-Finance |
| 2 | L2₹7.3 LAdmitted-Finance | -30.00% | ₹7.3 L | L2 | Admitted-Finance |
| 3 | L2₹7.3 LAdmitted-Finance | -30.00% | ₹7.3 L | L2 | Admitted-Finance |
| 4 | L2₹7.3 LAdmitted-Finance | -30.00% | ₹7.3 L | L2 | Admitted-Finance |
| 5 | L2₹7.3 LAdmitted-Finance | -30.00% | ₹7.3 L | L2 | Admitted-Finance |
Tender Value
₹10.4 L
EMD Value
₹20,840
Closing Date
30 Mar 2026, 6:55 pmClosed
EXECUTIVE ENGINEER PWD RB DIVISION MENDHAR
EXECUTIVE ENGINEER PWD RB DIVISION MENDHAR
Please refer to BOQ
2026_PWDJK_306585_22
e-NIT No 141 of 2025-26 Dated 20-03-2026
Open Tender
Civil Works
90 days
MENDHAR
Please refer to Technical Bid as per conditions of e-NIT.
2 documents required · 2 mandatory
₹600
Sub Treasurey Mendhar
₹20,840
25 May 2026
23 Mar 2026
31 Mar 2026
23 Mar 2026
30 Mar 2026
23 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: All kinds of soil : | |||||
| 2Providing 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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size. | |||||
| 3CAST-IN-SITU 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) | |||||
| 4Providing 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. | |||||
| 5Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand.Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level | |||||
| 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) | |||||
| 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. | |||||
| 8Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level Mild steel and medium tensile steel bars | |||||
| 9Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. | |||||
| 10Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers. | |||||
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