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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.8 LAccepted-AOC 11 ASHOK VIHAR PHASE 3 2025R22492 | ₹27.8 L | L1 | Accepted-AOC 1st lowest |
| 2 | L2₹29.1 LRejected-AOC HOUSE NO 25 HUDA PARK ROAD INDIRA COLONY BHIWANI TEHSIL AND DISTRICT BHIWANI 127021 | BHIWANI | BHIWANI | HARYANA | 127021 | ₹29.1 L | L2 | Rejected-AOC 2nd lowest |
| 3 | L3₹32.8 LRejected-AOC C O PAWAN KUMAR S O SH RISHAL SINGH R O VPO RAWALWAS KHURD HISAR | HISAR | HISAR | HARYANA | ₹32.8 L | L3 | Rejected-AOC 3rd lowest |
| 4 | Not Admitted-Fee/PreQual/Technical 1 NEAR RADHA SWAMI SATSANG BHAWAN ROHTAK ROAD BHIWANI 127021 | BHIWANI | BHIWANI | HARYANA | 127021 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | The Bajrang Bali Rawalwas Khurd Coop. L and C Society Ltd. L3 | Pardeep Kumar L1 | TEJAS CONTRACTOR L2 |
|---|---|---|---|---|---|---|
| 1.00 | Ns item is not sanctioned in estimate therefore please do not enter any rate for it. | 1 | Cum | - | - | - |
Tender Value
₹35.1 L
EMD Value
₹70,270
Closing Date
24 Feb 2026, 6:00 pmClosed
RAHUL
Bhiwani W.S. Divn. Bhiwani
Laying RCC Pipeline from Mundhal Khurd fields near highway NH-9 Delhi-Sirsa to Puthi Mundhal Link Drain at RD 10200
2026_HRY_502809_1
20269231504F 25EF 470F A2E5 A291DFE71717127IRR
Open Tender
Civil Works
120 days
MUNDHAL KALAN MUNDHAL KHURD
Laying RCC Pipeline from Mundhal Khurd fields near highway NH-9 Delhi-Sirsa to Puthi
2 documents required · 2 mandatory
₹2,500
₹70,270
Yes
28 Mar 2026
16 Feb 2026
25 Feb 2026
16 Feb 2026
24 Feb 2026
16 Feb 2026
Ns item is not sanctioned in estimate therefore please do not enter any rate for it.
Percentage BoQ
BoQ_Ver3.0
Name of the Bidder/ Bidding Firm / Company :
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NUMBER #
[13.30.1]Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 1. Hot finished welded type tubes [Through Rate]
[2.B0017] B0017. Stone Aggregate (Single size) : 40 mm nominal size [Rate]
[20.114.5]Supplying erection, testing of fully automatic electric control panel board for T/Wells in Pump Chamber consisting of MS sheet of thickness 14 gauge duly painted box type floor mounted made of angle Frame containing 1 no. fully automatic air brake starter suitable for Motor of the following capacity, Min switch of suitable range with HRC fuse, 1 no. volt meter (0 to 500 volts), 1 No. Amp. Meter of 0 to 100 amp. 3 sets of indicating lamp capacitor of suitable capacity and 1 no. single phase preventers with the timer switch including wiring in panel board and suitable electric energy meter wiring in Electric Control Panel Board complete in all respect as per specification given in Schedule No. II, Including MCB, suitable, Capacitor, Wooden Box etc as per site requirement complete in all respect. 5. 30 HP Motor [Through Rate]
[21.104.92]Supplying, erection, testing and commissioning of submersible motor pumping set non clog for sewerage having head 10.00 m as per the indicated requirements of discharge in LPM and power capacity in BHP as per IS marked including all accessories (like SS Pipes, SS Chain (Shackle Chain) ,SS Foundation Bolt, complete base frame, Monorail, Chain Guide Line, Auto Compiling, Duct Foot Bend (D/F Bend) etc. complete in all respect 92. Discharge Capacity (LPM) - 8300 Power Capacity (BHP) - 30 [through rate]
[21.95.5]Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 5. 600 mm [Through Rate]
[22.159.3]Providing and laying Double Flanged (screwed / welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) : 3. 200 mm dia C.I. Double Flanged Pipe [Through Rate]
[3.1.6]By Mechanical Transport including loading, unloading and stacking 6. Stone aggregate 40 mm nominal size and above [5km]
[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]
[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) [Through Rate]
[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) [Through Rate]
[9.22.1]Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 1. 1.00 mm thick with zinc coating not less than 275 gm/m² [Through Rate]
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