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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC OPP GOVT PRIMARY SCHOOL VILL MAHUA KHERI P O SHAHPUR NURHAD AMBALA 134203 | AMBALA | AMBALA | HARYANA | 134203 | ₹1.7 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹1.7 L+₹4,268.01 (2.53%)Rejected-AOC | ₹1.7 L+₹4,268.01 (2.53%) | L2 | Rejected-AOC 2nd |
Tender Value
₹1.7 L
EMD Value
₹3,380
Closing Date
9 Sept 2026, 3:00 pmClosed
Kailash Chander Kala ravi kumar and Vivek Sharma
DIV Ambala
AMtc of EPHS in Sec 10 UE Ambala City Providing and fixing of RCC pillar for fixing of barbed wire at Canal Base Sec10 Ambala complete in all respect and all other works contingent thereto
2026_HBC_545337_1
202621D22E67 A185 448B 8B28 7D9868F16E0C239HSV
Open Tender
Civil Works
Works
30 days
Ambala City
2 documents required · 2 mandatory
₹250
₹3,380
Yes
17 Sept 2026
3 Sept 2026
10 Sept 2026
3 Sept 2026
9 Sept 2026
3 Sept 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 | [2.B0229] B0229. Galvanised steel J or L hooks 8 mm dia | - | 10 Nos. | 107 | - |
| 2 | [30.6]Applying two or more coat of Ethyl Silicate chemical as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacturer, with brush or spray on the existing stone masonry surface till there is no further absorption of chemical by stone surface, including protecting the applied surface from direct sunlight by suitable means during application, all complete as per direction of the Engineer-in-Charge (The rate is inclusive of all materials and labours involved except scaffolding). | 1 | Sqm | 230 | ₹229.77 |
| 3 | [4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. | 1 | cum | 83 | ₹82.92 |
| 4 | [6.1.1]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | - | cum | 3,975 | - |
| 5 | [6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 1 | cum | 3,476 | ₹3,472.52 |
| 6 | [6.34.3]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 3. Cold twisted bars | - | Kg. | 68 | - |
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