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Tender Value
₹1.7 L
EMD Value
₹3,380
Closing Date
6 Jun 2026, 3:00 pmDue tomorrow
Kailash Chander Kala ravi kumar and Vivek Sharma
DIV Ambala
AMtc of EPHS in Sec 2 UE Kurukshetra Repair of manhole providing and fixing of SW pipe 200mm id brick work plaster RCC Slab manhole cover complete in all respect and all other works contingent thereto
2026_HBC_525868_1
2026261EE7F6 E8BF 4C61 95FA 564CFA8FDA1D239HSV
Open Tender
Civil Works
30 days
Kurukshetra
2 documents required · 2 mandatory
₹250
₹3,380
Yes
1 Jun 2026
1 Jun 2026
8 Jun 2026
1 Jun 2026
6 Jun 2026
1 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) | - | Sqm | 147 | - | BI01010001010000000000000515BI0100001139 |
| 2 | [21.93.1]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. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening | - | Each | 1,155 | - | BI01010001010000000000000515BI0100001140 |
| 3 | [21.94.3]Providing salt glazed stone ware pipes grade ‘A’ in standard length of 600 mm each pipe marked with IS: 651 and their lowering, cutting, jointing and testing as described in item No. 21.38, 21.39, item 21.40 including the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-charge. 3. 200mm i/d | - | Per Mtr. | 238 | - | BI01010001010000000000000515BI0100001141 |
| 4 | [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. | - | cum | 83 | - | BI01010001010000000000000515BI0100001142 |
| 5 | [6.1.4]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: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | - | cum | 2,911 | - | BI01010001010000000000000515BI0100001143 |
| 6 | [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). | 1 | cum | 6,113 | ₹6,106.89 | BI01010001010000000000000515BI0100001144 |
| 7 | [6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform | - | Sqm | 208 | - | BI01010001010000000000000515BI0100001145 |
| 8 | [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 | - | BI01010001010000000000000515BI0100001146 |
| 9 | [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 | - | BI01010001010000000000000515BI0100001147 |
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