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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹33.8 LAccepted-Finance | ₹33.8 L | L-1 | Accepted-Finance LOW RATE |
| 2 | L-2₹33.9 L+₹1,354.97 (0.04%)Rejected-Finance | ₹33.9 L+₹1,354.97 (0.04%) | L-2 | Rejected-Finance REJECT |
| 3 | L-3₹33.9 L+₹2,709.93 (0.08%)Rejected-Finance MISSION HOSPITAL KE PEECHE JAL NIGAM ROAD ROBERTSGANJ SONBHADRA | ₹33.9 L+₹2,709.93 (0.08%) | L-3 | Rejected-Finance REJECT |
Tender Value
₹33.9 L
EMD Value
₹3.4 L
Closing Date
27 Jul 2026, 2:00 pmClosed
EXECUTIVE OFFICER
NP ANPARA
RAMSWAROOP KE MAKAN SE URMILA DEVI KE GHAR KE AAGE TAK NALA KA NIRMAN KARYA AT WARD-06 LOT-10
2026_DOLBU_1166162_1
309/N.P.A/E-TENDER/2026-27 DT 03.07.2026
Open Tender
Civil Works
Percentage
45 days
NP ANPARA
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,400
EXECUTIVE OFFICER
₹3.4 L
25 Aug 2026
6 Jul 2026
28 Jul 2026
6 Jul 2026
27 Jul 2026
6 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 | Labour charges for site clearance i/e all comp. | 1 | job | 5,000 | ₹5,000 |
| 2 | Earth wrok in excavation by mechnical means (hydrolic excavator) / manual means in foundatiion trenches or drams (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms for all lift including getting out the excavated soil and disposal fo surplus excavated soil as deircte within a lead of 50 m all kinds of soil | 726.56 | M2 | 189.53 | ₹1,37,704.92 |
| 3 | 1:4:8 (1 cement 4 coarse sand (zonc-III) derived from natural sources 8 graded stone aggregate 40mm nominal size derived froms natural sources) | 116.25 | M2 | 4,960.03 | ₹5,76,603.49 |
| 4 | 1:2:4 (1 cement 2 coarse sand (zone-III) derived from natural sources 4 graded stone aggregate 40 mm nominal size derived from natural sources) | 71.25 | M2 | 5,665.08 | ₹4,03,636.95 |
| 5 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1.6.12 (1 cement 6 coarse sand 12 graded stone aggregate 20 mm nominal size) upto plinth level with cement mortar 1:6 (1 cement 6 coarse sand) | 330 | M2 | 5,323.55 | ₹17,56,771.5 |
| 6 | 12 mm cement plaster of mix 1:6 (1 cement 6 coarse sand) | 600 | M2 | 250.22 | ₹1,50,132 |
| 7 | Centering and shuttering including strutting propping etc and removal of form work for retaining walls return walls thickness including attached pilasters buttrcsses plinth and string courses fillets kerbs and splope etc | 150 | M2 | 285.44 | ₹42,816 |
| 8 | Providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to IS 13592 type A including jointing with seal ring conforming to IS 5382 leaving 10mm gap for thermal expansion (i) single socketed pipes | 25 | Mtr | 274.8 | ₹6,870 |
| 9 | Reinforced cement concrete work in beams suspended floors roofs having slope up to 15 landings balcnies shelves chajjas lintels bands plain window slls staicases and sprial stair cases above plinth level up to floor five level excluding the cost of centering shuttering finishing and reinforcemen with 1:1.5:3 (1 cement 1.5 coarse sand (zone-III) derived from natural sources 3 graded stone aggregate 20 mm nominal size derived from natural sources | 22.62 | M2 | 7,047.54 | ₹1,59,415.35 |
| 10 | Steel reinforcement for R.C.C work including straigehning cutting bending placing in position and including all complete above plinth level Mild steel and medium tensile steel bars | 1,775.67 | kg | 77.98 | ₹1,38,466.75 |
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