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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.7 LAccepted-AOC NEAR OBC BANK JHAJJAR 124103 | JHAJJAR | JHAJJAR | HARYANA | 124103 | ₹37.7 L | L1 | Accepted-AOC Below Rate |
| 2 | L2₹40.0 LRejected-Finance | ₹40.0 L | L2 | Rejected-Finance Above Rate |
| 3 | Not Admitted-Fee/PreQual/Technical GALI NO 4 H NO 108 11 GALI NO 4 VIVEKANAND NAGAR TEHSIL BAHADURGARH DISTRICT JHAJJAR HARYANA 124507 | JHAJJAR | HARYANA | 124507 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical HOUSE NO 350 NEAR VILLAGE POST OFFICE KAMASPUR SONIPAT 131021 | SONIPAT | SONIPAT | HARYANA | 131021 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | The Suraj Coop L C Society Ltd. L1 | the sonipat krishna co-op l/c society L2 |
|---|---|---|---|---|---|
| 1.00 | Providing and fixing precast RCC drain cover slab of size 55` x 9` x 6` factory made i/c the cost of Material and carriage in all aspects | 140 | Nos. | 1,260 ₹1.8 L | 1,323 ₹1.9 L |
Tender Value
₹38.1 L
EMD Value
₹76,170
Closing Date
31 Jan 2026, 6:00 pmClosed
Pankaj Saini
Municipal Council Bhadurgarh
Construction of Drain type-1 and 2 and Puliya in Jhori nagar , Vats colony and Friends colony in ward no.6 , MC Bahadurgarh.
2026_HRY_498402_1
20262291E93B 2D80 40E7 9874 47F2EFF08677293ULB
Open Tender
Civil Works
180 days
Bahadurgarh
Drain Type I and II Work
2 documents required · 2 mandatory
₹2,500
₹76,170
Yes
16 Feb 2026
21 Jan 2026
2 Feb 2026
21 Jan 2026
31 Jan 2026
21 Jan 2026
Providing and fixing precast RCC drain cover slab of size 55` x 9` x 6` factory made i/c the cost of Material and carriage in all aspects
Percentage BoQ
BoQ_Ver3.0
Bidder Name :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )
NUMBER #
[13.29.2]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate]
[17.14.1]Granular Sub-Base with Close Graded Material - (Table:- 400-1) Plant mix method Construction of granular sub-base by providing Material as per Grading III (Table 400-I of MORTandH 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORTandH specifications 1. Grading I material [Through Rate]
[21.53]Constructing standard drain type I drain moulded and laid over lime concrete foundation rendered and finished smooth with 6 mm thick rendering concrete to be of 1.3.6 parts by volume of cement sand stone bajri and rendering to be 1:1 cement sand mortar [Through Rate]
[21.55]Constructing standard drain type II drain complete consisting of concrete drain moulded and laid concrete foundation, rendered and smooth with 6mm thick rendering concrete to be of I :3:6 parts by volume of cement sand stone bajri and rendering to be 1:1 cement sand mortar [Through Rate]
[22.205.1]Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : 1. With common burnt clay non-modular bricks of class designation 7.5 [Through Rate]
[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 [Through Rate]
[5.23.2]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) [Through Rate]
[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) [Through Rate]
[6.14.1]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. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) [Through Rate]
[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 [Through Rate]
[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) [Through Rate]
[9.57.3]Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 3. 150 mm diameter [Through Rate]
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