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Tender Value
₹1.7 L
EMD Value
₹3,380
Closing Date
11 Jun 2026, 3:00 pm4d left
Kailash Chander Kala ravi kumar and Vivek Sharma
DIV Ambala
A Mtc of EPHS in Sector 9 Urban Estate Ambala City Repair and rising of sewer manhole and cleaning of sewer line and sewer manhole complete in all respect
2026_HBC_527338_1
2026DD29F66E 18CE 48B2 9B7B B0DE2357D88B239HSV
Open Tender
Civil Works
30 days
Ambala City
2 documents required · 2 mandatory
₹250
₹3,380
Yes
6 Jun 2026
6 Jun 2026
12 Jun 2026
6 Jun 2026
11 Jun 2026
6 Jun 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | [11.11.1]12 mm cement plaster finished with a floating coat of neat cement of mix : 1. 1:3 (1 cement: 3 fine sand) | 1 | Sqm | 147 | ₹146.85 | BI01010001010000000000000515BI0100001139 |
| 2 | [21.103.1]Job work for cleaning of sewer lines by bucket type sewer machine including cost of diesel/lubricants complete in all respects. Only sewer machines will be provided by the department for the following sizes of sewer: 1. 200 mm i/d | - | Per Metre | 168 | - | BI01010001010000000000000515BI0100001140 |
| 3 | [21.103.2]Job work for cleaning of sewer lines by bucket type sewer machine including cost of diesel/lubricants complete in all respects. Only sewer machines will be provided by the department for the following sizes of sewer: 2. 250 mm i/d | - | Per Metre | 186 | - | BI01010001010000000000000515BI0100001141 |
| 4 | [21.93.2]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 2. Type:- Extra Heavy Duty Set (EHD-20) 560MM Clear Opening | - | Each | 1,058 | - | BI01010001010000000000000515BI0100001142 |
| 5 | [6.16]Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). | - | cum | 6,113 | - | BI01010001010000000000000515BI0100001143 |
| 6 | [6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform | 1 | Sqm | 208 | ₹207.79 | BI01010001010000000000000515BI0100001144 |
| 7 | [6.33.3]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 below 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 | - | BI01010001010000000000000515BI0100001145 |
| 8 | [7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) | - | cum | 4,128 | - | BI01010001010000000000000515BI0100001146 |
| 9 | Cleaning of silt from deep manhole with average silt 0.60m to 0.90m and above the silt to be cleared by bucket type sewer cleaning machine including cost of diesel lubricants sewer cleaning machine, operator and disposal of silt malba from the site to suitable place as per the direction of Engineer-in-Charges | - | Each | 1,375 | - | BI01010001010000000000000515BI0100001147 |
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