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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹70,267.90Admitted-Fee/PreQual/Technical/Finance | -35.00% | ₹70,267.90 | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹81,078.34Admitted-Fee/PreQual/Technical/Finance | -25.00% | ₹81,078.34 | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-THE STAMP AFFIXED ON GSTR-3B APPEARS TO BE FORGED |
Tender Value
₹1.1 L
EMD Value
₹2,160
Closing Date
24 Jul 2026, 6:00 pmClosed
EXECUTIVE ENGINEER REW BANDIPORA
EXECUTIVE ENGINEER REW BANDIPORA
CONSTRUCTION OF COMMUNITY SOKAGE PIT NEAR PRIMARY SCHOOL CHECK SK BALA
2026_RDPR_316507_78
NIT16
Open Tender
Civil Works
Percentage
EXECUTIVE ENGINEER REW BANDIPORA
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
Rural Development and Panchayati Raj
₹2,160
26 Aug 2026
18 Jul 2026
25 Jul 2026
18 Jul 2026
24 Jul 2026
18 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 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earthlead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil. | 22 | Cum | 592.9 | ₹13,043.8 |
| 1.1 | Extra for additional lift above 1.5 mtr | 8.44 | Cum | 89.75 | ₹757.49 |
| 2 | Dumping of stones includng cost of stones in soakage pit without filling interstices with decreasing grains size towards top etc inluding all cost and carriage complete job | 20.1 | Cum | 1,250 | ₹25,125 |
| 3P/F of pre-cast concrete circular rings 3 feet dia with lid complete job including all costs and carriage complete. | |||||
| 3.1 | A) Rings | 18 | No. | 500 | ₹9,000 |
| 4 | 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(1:2:4) | 0.82 | Cum | 7,104.35 | ₹5,825.57 |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level . 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more() | 82 | kg | 115.35 | ₹9,458.7 |
| 6Constructing brick masonry manhole and bend with common burnt clay (non modular) bricks of class designation 7.5 in cement mortar 1:4 ( 1 cement : 4 coarse sand) M.S iron cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 15 kg (weight of cover 7 kg and weight of frame 8 kg ) top slab with 1:1 ½ : 3 mix ( 1 cement : 1 ½ coarse sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design including red oxide steel priming of steel frame and cover complete : | |||||
| 6.1 | a) 20.24.1 Inside dimensions 455x610 mm and 45 cm deep for single
pipe line- | 3 | No. | 3,500 | ₹10,500 |
| 6.2 | b) 20.24.3 Inside dimensions 600x850 mm and 45 cm deep for single
pipe line with three or more inlets. | 1 | No. | 4,000 | ₹4,000 |
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