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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹90.2 LAccepted-AOC ASADUNA TODRAN TEHSIL BAHADURGARH DISTRICT JHAJJAR 124505 HARYANA | BAHADURGARH | JHAJJAR | HARYANA | 124505 | L1 | Accepted-AOC 1st lowest | |
| 2 | L2₹1.1 Cr+₹18.0 L (20.0%)Rejected-AOC | L2 | Rejected-AOC 2nd lowest | |
| 3 | L3₹1.1 Cr+₹18.2 L (20.2%)Rejected-AOC KADMA CHARKHI DADRI HARYANA | KADMA | CHARKHI DADRI | HARYANA | L3 | Rejected-AOC 3rd lowest | |
| 4 | L4₹1.1 Cr+₹18.4 L (20.4%)Rejected-AOC | L4 | Rejected-AOC 4th lowest | |
| 5 | L5₹1.1 Cr+₹22.0 L (24.4%)Rejected-AOC HOUSE NO 8 SHYAM SHAKUNYH DHAM GALI NO 5 DEFENCE COLONY HUNAMAL PYAU BHIWANI HARYANA 127021 | BHIWANI | BHIWANI | HARYANA | 127021 | L5 | Rejected-AOC 5th lowest |
| Sl No | Description | Qty | Unit | SURYAKANT CONTRACTOR L2 | JITENDER CONTRACTOR L1 | MOHAN LAL GOYAL CONTRACTOR L5 | The Sudkan Khurd Nehra Co Op L C Society Ltd L7 | The Jagrati Co.op. L&C Society Ltd. L3 | OPL CONSTRUCTION LLP L4 | KAVINDER CONTRACTOR L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Ns item is not sanctioned in estimate therefore please do not enter any rate for it. | 1 | Cum | - | - | 1 ₹-1 Lowest | 1 ₹-1 Lowest | - | - | - |
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
10 Mar 2026, 6:00 pmClosed
RAHUL
Bhiwani W.S. Divn. Bhiwani
Estimate for construction of 1 No. pump house at RD 83800 of Saiman Dhanana Link Drain for dewatering excess discharge in Jui Feeder at RD 65000.
2026_HRY_504717_1
20269221312C 4C57 4A2B 9403 0FD408570280127IRR
Open Tender
Civil Works
Works
100 days
DHANANA DHANANA DHANANA DHANANA-II DHANANA-
2 documents required · 2 mandatory
₹15,000
₹2.4 L
Yes
2 Apr 2026
24 Feb 2026
11 Mar 2026
24 Feb 2026
10 Mar 2026
24 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 :
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 #
[11.25.2]Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand): 2. Raised and cut pointing [Through Rate]
[11.4.2]10 mm thick cement plaster 2. 1:3 (1 cement: 3 fine sand) [Through Rate]
[11.63]Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade. [Through Rate]
[11.95.1]Finishing walls with Acrylic Smooth exterior paint of required shade : 1. New work (Two or more coat applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) [Through Rate]
[13.28]Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. [Through Rate]
[13.36]Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer [Through Rate]
[13.9.1]Providing and fixing fly proof wire gauze to windows, clerestory windows and doors with M.S. Flat 15x3 mm and nuts and bolts complete. 1. Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides [Through Rate]
[17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. [Through Rate]
[20.71.2]Supply, erection, testing of Ceiling fans IS marked (as per IS code 374) with suitable GI pipe complete in all respects complete as per directions of Engineer-in-charge 2. 56" (1400mm) [Through Rate]
[20.72]Supplying, errection, testing of Exhaust fan (as per IS code 374) having a capacity of 45 cubic metre per minute complete with suitable G.I sheet ducting in structure confirming to latest IS specifications complete in all respect to satisfaction of Engineer-in-charge. [Through Rate]
[20.73.5]Supply and fixing of Gantry with chain pulley block (tested for 1.5 times the rated capacity) with travelling trolley of appropriate lifting capacity as per IS code 3177:1999 with up to date amendments for handling of pumping sets capable of moving along the girders including cost of suitable sized RCC pillars to be provided in pump house complete in all respects as per directions of Engineer-in-charge 5. 3 tonne capacity [Through Rate]
[23.22.4.2]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 4.2. Supply and erection of double door sheet steel enclosure distribution board suitable for MCBS and ELCBS etc. recessed in wall including bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work. SPN DB Double Door 8 way ( 2 incoming and 6 outgoing) [Through Rate]
[23.22.5.1]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 5.1. Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:- 6 amp. to 32 amp Single Pole [Through Rate]
[23.22.5.3]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 5.3. Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:- 6 amp. to 32 amp Double POLE [Through Rate]
[23.3.3.1]COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 3.1. Wiring for Light/Fan/call bell point in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe, without separate control switch Group A [Through Rate]
[23.3.4.1]COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 4.1. Wiring in PVC conduit system for 3-pin 5amp. Plug point by using 2 no 1.5 sqmm FRLS copper wire and 1 no 1.5 Sqmm FRLS copper wire , including providing 1 no 5/6 Amp 3/5 pin socket and 1 no 5/6 Amp switch required MS Box etc complete as required Group A [Through Rate]
[23.3.5.1]COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 5.1. Wiring in PVC conduit system for 3-pin 15amp. Plug point by using 2 no 4 sqmm FRLS copper wire and 1 no 4 Sqmm FRLS copper wire for earthling , including providing 1 no 15/16 Amp 3/6 pin socket and 1 no 15/16 Amp switch required MS Box etc complete as required Group A [Through Rate]
[23.8.1.13]FITTING AND ACCESSORIES 1.13. Providing and fixing Piano type accessories of approved make in existing box and Bakelite sheet including fixing and making necessary connections, complete in all respect. Socket size rotary step type Electronic regulator for A.C. ceiling fan [Through Rate]
[24.2.2.1]LT CABLE 2.1. Laying of underground cable 0.75 metre below ground level covered with sand and bricks including excavation and refilling of trenches.:-2.5 Sq mm to 10 Sq mm 2 to 4 Core [Through Rate]
[27.10.1.2]RCC Grade M25 1.2. With Batching Plant, Transit Mixer and Concrete Pump [Through Rate]
[27.5]Plain/Re-inforced cement concrete in sub-structure complete as per drawing and MoRTandH specifications 1500,1700 and 2200. PCC Grade M15 (with concrete Mixer) Height up to 5m [Through Rate]
[30.24]Distempering with dry distemper of approved brand and manufacture (one or more coats) and of required shade on old work to give an even shade. [Through Rate]
[30.34.1]Distempering with 1st quality acrylic distemper (ready made) having VOC content less than 50 gm per litre. of approved manufacturer and of required shade and colour complete. as per manufacturer`s specification. 1. One or more coats on old work [Through Rate]
[34.11.1]Informatory sign board 900x600 rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012 [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]
[4.32]Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. [Through Rate]
[6.1.2]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: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate]
[6.33.6]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 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. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more [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]
[7.21.3]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 3. Cement mortar 1:3 (1 cement : 3 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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