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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAccepted-AOC | ₹12.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹12.7 L+₹1,399.02 (0.11%)Rejected-Finance | ₹12.7 L+₹1,399.02 (0.11%) | L2 | Rejected-Finance L2 |
Tender Value
Refer Docs
EMD Value
₹26,000
Closing Date
3 Mar 2026, 12:00 pmClosed
EE RED Shamli
EE RED Office, Shamli
GRAM LATEEFGAD MAI BARAT GHAR NIRMAN KARYA.
2026_REDUP_1119769_6
1079/EERED/TENDER/2025-26/ Dt 28-01-2026
Open Tender
Construction Works
Percentage
180 days
SHAMLI
Please refer Tender documents.
2 documents required · 2 mandatory
₹854
₹26,000
18 Aug 2026
26 Feb 2026
5 Mar 2026
26 Feb 2026
3 Mar 2026
26 Feb 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 excavation by mechenical means (Hydraulic excavator)/manual means in foundation treanches or drains (not exceeding 1.5 m in width 10 sqm on plan) Including dressing of sides and ramining of bottoms, for all lift Including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. As per Sl. No. 2.8,1 Радо 91, V-1 | 54.37 | cum | 197.05 | ₹10,713.61 |
| 2 | Treatment of soil under existing floors using chemica emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement: 2 Coarse sand) to match the existing floor: As per SJ. No. 2.35.3 Page 95, V-1 | 21.81 | sqm | 234.7 | ₹5,118.81 |
| 3 | 1:5:10 (1 cement: 5 fine sand derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) As per 5.1. No. 4.1.11 Page 104, V-1 | 15.48 | cum | 4,685.56 | ₹72,532.47 |
| 4 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in As per S.1. No. 6.2.2 Page 127, V-1 | 23.5 | cum | 4,765.42 | ₹1,11,987.37 |
| 5 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 1:2:4 (1 cement 2 coarse sand (zore-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources As per SL. No. 5.1.3 Page 113, V-1 | 1.69 | cum | 6,497.63 | ₹10,980.99 |
| 6 | 12 MM THICK PLASTER IN 1:4 CEMENT AND C/SAND MOTAR IN PLINTH As per S.I. No. 13.1.1 Page 217, V-II | 86.62 | sqm | 262.71 | ₹22,755.94 |
| 7 | EARTH WORK FILLING PLINTH WITH CARTAGE EARTH UP TO 3.00 KM AWAY FORM THE SITE AS PER (S.L. NO 253-a+261-b) p.w.d.s.or | 27.84 | CUM | 203.5 | ₹5,665.44 |
| 8 | LOCAL SAND FILLING IN PLINTH AT SITE AS PER (S.I. NO. 255-a) p.w.d.s.or | 9.08 | CUM | 380 | ₹3,450.4 |
| 9 | Brick work with common burnt clay F.P.S. (nori modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: As per S.I. No. 6.4.2 Page 127, V-1 | 27.89 | CUM | 6,893.2 | ₹1,92,251.35 |
| 10 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand (zone-II) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) As per S.I. No. 5.1.2 Page 113,V-1 | 2.57 | cum | 6,847.62 | ₹17,598.38 |
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