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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.0 LAccepted-AOC | ₹23.0 L Quoted ₹24.0 L | L1 | Accepted-AOC Lower Rates |
| 2 | L2₹25.1 L+₹1.0 L (4.28%)Rejected-Finance HOUSE NO 243 STREET NO 9 EKTA VIHAR PATIALA PUNJAB | FAZILKA | PUNJAB | 152020 | ₹25.1 L+₹1.0 L (4.28%) | L2 | Rejected-Finance Higher Rates |
| Sl No | Description | Qty | Unit | GARG BUILDERS L2 | AM INFRATECH L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work Excavation for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15cm layers and Restoration of unmetalled or unpaved surface to its original condition excluding cost of shoring and timbering but including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc. Depth upto 1.5 mtr. | 6,194.01 | Cum | 97 ₹6,00,818.97 | 93.78 ₹5,80,874.26 Lowest |
| 2.00 | Earth work Excavation for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15cm layers and Restoration of unmetalled or unpaved surface to its original condition excluding cost of shoring and timbering but including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc. Depth upto 1.5 mtr. Depth upto 1.5 to 2.25mtr. | 568.25 | Cum | 97 ₹55,120.25 | 93.78 ₹53,290.49 Lowest |
| 3.00 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. | 154.98 | Cum | 200 ₹30,996 | 191.74 ₹29,715.87 Lowest |
| 4.00 | First class brick masonary 229 mm thick laid in cement sand mortar 1.6 in foundation and plinth including supply recarriage of bricks cement . | 103.36 | Cum | 8,400 ₹8,68,224 | 8,000 ₹8,26,880 Lowest |
| 5.00 | 10mm thick cement plaster 1.4 on sides walls (-) Rs.1.25/- for scaffolding. | 243.63 | sqm | 180 ₹43,853.4 | 172.77 ₹42,091.96 Lowest |
| 6.00 | 10mm thick cement plaster 1:4 on bed and top. | 60.49 | sqm | 140 ₹8,468.6 | 132.74 ₹8,029.44 Lowest |
| 7.00 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement | 6.4 | Cum | 9,350 ₹59,840 | 9,314.83 ₹59,614.91 Lowest |
| 8.00 | Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle | 19.82 | Cum | 5,600 ₹1,10,992 | 5,576.63 ₹1,10,528.81 Lowest |
| 9.00 | Cement concrete 1:4:8 with brick ballast 40mm gauge | 21.46 | Cum | 4,150 ₹89,059 | 4,120.02 ₹88,415.63 Lowest |
| 10.00 | Lowering, jointing of UPVC pipes 280 mm dia laying same to correct gradient and alignment and jointing ends in all depths complete in all respect | 3,668.87 | mtr | 80 ₹2,93,509.6 | 70 ₹2,56,820.9 Lowest |
Tender Value
₹22.5 L
EMD Value
₹45,000
Closing Date
21 Oct 2025, 6:55 pmClosed
Executive Engineer Devigarh Patiala Division
Executive Engineer/Devigarh Patiala Canal and Ground Water Division WRD Punjab Patiala
Estimate for laying UPVC underground pipeline of outlet RD 14600/R of Kauli Disty of village Alampur of constituency Rajpura Distt. Patiala (Laying and jointing of UPVC UGPL system and other allied works in construction of watercourse)
2025_WR_151728_3
29/2025-26
Open Tender
Civil Works
Item Rate
60 days
Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹45,000
Yes
19 Jun 2026
9 Oct 2025
23 Oct 2025
9 Oct 2025
21 Oct 2025
9 Oct 2025
Amount
Earth work Excavation for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15cm layers and Restoration of unmetalled or unpaved surface to its original condition excluding cost of shoring and timbering but including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc. Depth upto 1.5 mtr.
Earth work Excavation for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15cm layers and Restoration of unmetalled or unpaved surface to its original condition excluding cost of shoring and timbering but including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc. Depth upto 1.5 mtr. Depth upto 1.5 to 2.25mtr.
Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.
First class brick masonary 229 mm thick laid in cement sand mortar 1.6 in foundation and plinth including supply recarriage of bricks cement .
10mm thick cement plaster 1.4 on sides walls (-) Rs.1.25/- for scaffolding.
10mm thick cement plaster 1:4 on bed and top.
Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement
Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle
Cement concrete 1:4:8 with brick ballast 40mm gauge
Lowering, jointing of UPVC pipes 280 mm dia laying same to correct gradient and alignment and jointing ends in all depths complete in all respect
Supplying, lowering of MS Pipe as per IS:4270-2001 including MS sockets having dimensions as per IS code duly welded with MS electrode to have extra strength to lower the pipe into tubewell bore. (a) 100mm nominal diameter (weight 14.5 kgper metre) 5.40 mm thickness
Wrought Iron and mild steel ladders, framed grills, grating etc. complete fixed in position in D-tank
Providing & fixing M.S. foot rests made of 23x25 mm square bar including fixing in Haudis complete with cement concrete 1:2:4
Providing and fixing of Alfa Alfa Valve fitted on riser pipe to act as Nakka (D regulators)
Centreing &shuttering for Concerte faces
Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications
Water Bound Macadam Grading II (without screening for low volume Roads/undersigned Roads). Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications
Tack Coat @ 1.00 Kg per sqm ( for WBM patches where surface dressing not applied), Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 1.00 kg per sqm on the prepared granular surface after cleaning the surface complete as per technical specifications
Open-Graded Premix Surfacing 20mm thickness. Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-30 @ 1.46kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications.
Seal Coat Type B.Providing and laying of premix sand seal coat premixed in Continuous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-30 @ 0.68kg per sqm, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications
Providing and fixing Elbow/bends of 90 degree 6kg/cm2 pressure as per IS 4985 i/c testing commisioning and complete in all respect to the specification of engineer in charge
Providing and fixing Elbow/bends of 45 degree 6kg/cm2 pressure as per IS 4985 i/c testing commisioning and complete in all respect to the specification of engineer in charge
Providing and fixing equal Tee of 6kg/cm2 pressure as per IS 4985 i/c testing commisioning and complete in all respect to the specification of engineer in charge
Providing and fixing Unequal Tee/ Reducer Bush 280 x140 mm of 6kg/cm2 pressure as per IS 4985 i/c testing commisioning and complete in all respect to the specification of engineer in charge
Providing and fixing Tail end piece 280 mm of 6 kg/cm2 pressure as per IS 4985 i/c testing commisioning complete in all respect to the satisfaction of engineer in charge
Reinforced cement concrete M-15 grade 200 meter stone of standard design as per IRC 26-1967 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications
Reinforced cement concrete M-15 grade boundary pillar of standard design as per IRC 26-1967 fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H specifications
Advance Direction sign board 1200x1800mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012.
Supply and installation of antitheft mechanism for alfa valve of size 250 mm
Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves (250mm) ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge). B) Class PN-1.6 as per ISI
Providing & fixing double air valve ISI Marked as per IS-14845 including jointing all carriages complete .C.I Double air valve (Size 150mm)
(Carriage) For PVC/HDPE pipes all sizes (Truck load 2.20 tonnes) 10 km REST HOUSE GANDA KHERI including Loading and Unloading
Filling of coarse Sand
GARG BUILDERS (BID ID -696631)
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