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Tender Value
₹5.2 L
EMD Value
₹10,340
Closing Date
11 Jun 2026, 5:00 pm4d left
Sandeep Dahiya
DIV Faridabad
Annual Maintenance of Water Supply Scheme in Sector-2, Faridabad Providing and laying of RCC Pipe in Nala, Dismantling of tubewell chamber in Sector-2, Faridabad and all other works contingent thereto.
2026_HBC_527199_1
20263EA0EC17 0F31 4200 AC29 988C4AC19683248HSV
Open Tender
Civil Works
60 days
Faridabad (MC)
Annual Maintenance of Water Supply Scheme in Sector-2, Faridabad Providing and laying of RCC Pipe in Nala, Dismantling of tubewell chamber in Sector-2, Faridabad and all other works contingent thereto.
2 documents required · 2 mandatory
₹500
₹10,340
Yes
5 Jun 2026
5 Jun 2026
12 Jun 2026
5 Jun 2026
11 Jun 2026
5 Jun 2026
5 Jun 2026 - 7 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 | [4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil | 1 | per cum | 78 | ₹77.92 | BI01010001010000000000000515BI0100001114 |
| 2 | [6.22.2.3]Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. 2.3. All works up to Plinth Level :
M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) | 1 | per cum | 3,099 | ₹3,095.9 | BI01010001010000000000000515BI0100001115 |
| 3 | [7.22.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 1. Cement mortar 1:4 (1 cement : 4 coarse sand) | 1 | per cum | 4,404 | ₹4,399.6 | BI01010001010000000000000515BI0100001116 |
| 4 | [11.5.1]12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand) | 0.2 | per sqm | 139 | ₹27.8 | BI01010001010000000000000515BI0100001117 |
| 5 | [11.52]Cement rendering on plaster 1 mm thick | 0.2 | per sqm | 28 | ₹5.6 | BI01010001010000000000000515BI0100001118 |
| 6 | [6.14.2]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 : 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | - | per cum | 3,875 | - | BI01010001010000000000000515BI0100001119 |
| 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 | - | per sqm | 208 | - | BI01010001010000000000000515BI0100001120 |
| 8 | [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 | - | BI01010001010000000000000515BI0100001121 |
| 9 | [6.34.6]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. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more. | - | per kg | 68 | - | BI01010001010000000000000515BI0100001122 |
| 10 | [5.7.4]Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 4. In cement mortar | - | per cum | 585 | - | BI01010001010000000000000515BI0100001123 |
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