Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.6 LAccepted-AOC KADMA CHARKHI DADRI HARYANA | KADMA | CHARKHI DADRI | HARYANA | ₹27.6 L | L1 | Accepted-AOC 1st lowest |
| 2 | L2₹28.5 LRejected-AOC | ₹28.5 L | L2 | Rejected-AOC 2nd lowest |
| 3 | L3₹28.8 LRejected-AOC ASADUNA TODRAN TEHSIL BAHADURGARH DISTRICT JHAJJAR 124505 HARYANA | BAHADURGARH | JHAJJAR | HARYANA | 124505 | ₹28.8 L | L3 | Rejected-AOC 3rd lowest |
| 4 | L4₹29.7 LRejected-AOC 11 ASHOK VIHAR PHASE 3 2025R22492 | ₹29.7 L | L4 | Rejected-AOC 4th lowest |
| 5 | L5₹30.0 LRejected-AOC NEAR GOVT GIRLS SCHOOL VILLAGE DINOD TEHSIL AND DISTRICT BHIWANI 127111 | BHIWANI | BHIWANI | HARYANA | 127111 | ₹30.0 L | L5 | Rejected-AOC 5th lowest |
| Sl No | Description | Qty | Unit | AVTAR SINGH CONTRACTOR L6 | SHIVRAJ CONT L2 | SURENDER SINGH L7 | The Bajrang Bali Rawalwas Khurd Coop. L and C Society Ltd. L8 | The Safal Coop L/c Society Ltd. L5 | JITENDER CONTRACTOR L3 | The Jagrati Co.op. L&C Society Ltd. L1 | Pardeep Kumar L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | pvc pipe 200 mm 6kg/cm^2 placing and joining | 1,150 | Metre | 996 ₹11.5 L | 948.12 ₹10.9 L | 1,008 ₹11.6 L | 1,000 ₹11.5 L | 1,080 ₹12.4 L | 957 ₹11.0 L | 916 ₹10.5 L | 1,020 ₹11.7 L |
| 2.00 | 200 mm 6kg/cm^2 Bend | 10 | Nos | 830 ₹8,300 | 790.1 ₹7,901 | 840 ₹8,400 | 800 ₹8,000 | 900 ₹9,000 | 798 ₹7,980 | 763 ₹7,630 | 850 ₹8,500 |
| 3.00 | Air valve 8`` | 6 | Nos | 2,075 ₹12,450 | 1,975.25 ₹11,851.50 | 2,100 ₹12,600 | 2,000 ₹12,000 | 2,200 ₹13,200 | 1,994 ₹11,964 | 1,908 ₹11,448 | 2,125 ₹12,750 |
| 4.00 | Socket 8`` | 193 | Nos | 539.5 ₹1.0 L | 513.56 ₹99,117.08 | 546 ₹1.1 L | 500 ₹96,500 | 599 ₹1.2 L | 518 ₹99,974 | 496 ₹95,728 | 553 ₹1.1 L |
Tender Value
₹36.1 L
EMD Value
₹72,230
Closing Date
24 Feb 2026, 6:00 pmClosed
RAHUL
Bhiwani W.S. Divn. Bhiwani
Laying PVC Pipe Line for flooded Field Area
2026_HRY_502794_1
2026AE04567A 3061 40AB 8505 8E551C7250AE127IRR
Open Tender
Civil Works
120 days
JATAI DHANANA DHANANA DHANANA
2 documents required · 2 mandatory
₹2,500
₹72,230
Yes
2 Apr 2026
16 Feb 2026
25 Feb 2026
16 Feb 2026
24 Feb 2026
16 Feb 2026
pvc pipe 200 mm 6kg/cm^2 placing and joining
200 mm 6kg/cm^2 Bend
Air valve 8``
Socket 8``
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 #
[10.77]Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. [Through Rate]
[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate]
[13.6.1]Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 1. Using M.S. angels 40x40x6 mm for diagonal braces [Through Rate]
[20.114.1]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. 1. 10 HP Motor [Through Rate]
[20.73.4]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 4. 2.5 tonne capacity [Through Rate]
[21.105.31]Supplying, erection, testing and commissioning of submersible motor pumping set non clog for sewerage having head 12.00 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 31. Discharge Capacity (LPM) - 2200 Power Capacity (BHP) - 10 [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]
[6.1.5]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: 5. 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size) [Through Rate]
[6.23.1.1]Providing and laying in position ready mixed plain cement concrete, using fly ash and 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. 1.1. All works up to plinth level M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) [Through Rate]
[6.25.1]Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer-in-charge. 1. All works up to plinth level [Through Rate]
[6.29.1]Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns [Through Rate]
[6.30.2]Centering and shuttering including strutting, propping etc. and removal of form for 2. Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. [Through Rate]
[6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform [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]
[7.22.1]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]
[7.35]Tile brick masonry work 5 cm thick with common burnt clay non-modular tile bricks of class designation 10 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above plinth and up to floor four level. [Through Rate]
Please Enable Macros to View BoQ information
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.70 MB
BOQ_581474.xls
BOQ • 0.28 MB
Download all tender documents and submit your bid