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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.8 LAccepted-AOC BOOTH NO 56 MAIN MARKET SECTOR 40 C CHANDIGARH U T 160036 | CHANDIGARH | CHANDIGARH | CHANDIGARH | 160036 | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹33.6 L+₹1.8 L (5.70%)Rejected-Finance 2 16 AJEET GANJ II BABUPURWA KANPUR KANPUR NAGAR UTTAR PRADESH 208011 | KANPUR NAGAR | UTTAR PRADESH | 208011 | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹36.3 L+₹4.5 L (14.3%)Rejected-Finance | L3 | Rejected-Finance Other than L1 | |
| 4 | L4₹36.7 L+₹4.9 L (15.4%)Rejected-Finance | L4 | Rejected-Finance Other than L1 | |
| 5 | L5₹37.9 L+₹6.2 L (19.4%)Rejected-Finance FRIENDS COLONY STREET A DHANGU ROAD PATHANKOT 145001 PB | PATHANKOT | PATHANKOT | PUNJAB | 145001 | L5 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | Vijay Kumar Contractor and Engineers L8 | KUMAR TRADING CO L2 | A R ENTERPRISES L3 | L-7 Primewave Communications L1 | M/S SOHAL CONSTRUCTION CO L10 | pardeep singh marwaha L7 | INDERJIT SINGH L9 | M/S SINGH AND ASSOCIATES L5 | Hans Raj Pooni L4 | PARVINDER BHARDWAJ L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Supply and installation of Grease separator plant suitable for underground installation as per drawing attached at Appx 'B'. The Grease separator should be made from polythylene for longer life.The Grease Separator should have nominal capacity not less than 2170 Ltrs with inlet/Outlet socket of nominal dia of minimum 150mm with grease storage capacity of minimum 415 ltrs and sludge capacity of minimum 1005 ltrs.Total weight of grease separator should be minimum 128 kg with overall Dimension of atleast 1320mm x 2599mm (Dia x Ht). The Grease separator should be capable of cleaning via shaft manhole cover,Emptying via suction line nominal dia of minimum 65mm and nominal pressure of 10kg with coupling for two -sided thread connection 75/75 mm for suction line, fire hose quick coupling 75 B and 2 1/2 blank cap and counter flange with fire hose quick coupling 75 B and 2 1/2 black cap.Top cover of the Grease separtor plant should be made from concrete frame with cast iron cover having clear opening of minimum 600mm diameter.The cover should be odour-Free when closed.The weight of the cover should be 142 kg and manufactured to meet 1.50 Ton load class requirement complete all as specified and directed by Engineer-in-Charge.
Note-The rate shall be included for supply & installation, provided three Days training for Operation/Function and Transportation at Site. | 3 | Each | 8,15,000 ₹24,45,000 | 7,20,000 ₹21,60,000 | 7,70,000 ₹23,10,000 | 6,25,000 ₹18,75,000 Lowest | 8,00,000 ₹24,00,000 | 8,10,000 ₹24,30,000 | 8,00,000 ₹24,00,000 | 8,00,000 ₹24,00,000 | 7,78,000 ₹23,34,000 | 8,00,000 ₹24,00,000 |
| 2.00 | Supply and installation of Grease separator plant suitable for underground installation as per drawing attached at Appx.The Grease separator should be made from polythylene for longer life.The Grease Separator should have nominal capacity not less than 930 Ltrs with inlet/Outlet socket of nominal dia of minimum 100mm with grease storage capacity of minimum 270 ltrs and sludge capacity of minimum 460 ltrs.Total weight of grease separator should be minimum 128 kg with overall Dimension of atleast 1320mm x 2599mm (Dia x Ht). The Grease separator should be capable of cleaning via shaft manhole cover,Emptying via suction line nominal dia of minimum 65mm and nominal pressure of 10kg with coupling for two -sided thread connection 75/75 mm for suction line, fire hose quick coupling 75 B and 2 1/2 blank cap and counter flange with fire hose quick coupling 75 B and 2 1/2 black cap.Top cover of the Grease separtor plant should be made from concrete frame with cast iron cover having clear opening of minimum 600mm diameter.The cover should be odour-Free when closed.The weight of the cover should be 142 kg and manufactured to meet 1.50 Ton load class requirement complete all as specified and directed by Engineer-in-Charge.
Note-The rate shall be included for supply & installation, provided three Days training for Operation/Function and Transportation at Site. | 1 | Each | 6,50,000 ₹6,50,000 | 4,35,000 ₹4,35,000 Lowest | 4,85,000 ₹4,85,000 | 5,80,000 ₹5,80,000 | 6,00,000 ₹6,00,000 | 6,05,000 ₹6,05,000 | 7,00,000 ₹7,00,000 | 5,90,000 ₹5,90,000 | 5,00,000 ₹5,00,000 | 5,90,000 ₹5,90,000 |
| 3.00 | Supply and installation of Grease separator plant suitable for underground installation as per drawing attached at Appx.The Grease separator should be made from polythylene for longer life.The Grease Separator should have nominal capacity not less than 1675 Ltrs with inlet/Outlet socket of nominal dia of minimum 150mm with grease storage capacity of minimum 285 ltrs and sludge capacity of minimum 730 ltrs.Total weight of grease separator should be minimum 128 kg with overall Dimension of atleast 1320mm x 2599mm (Dia x Ht). The Grease separator should be capable of cleaning via shaft manhole cover,Emptying via suction line nominal dia of minimum 65mm and nominal pressure of 10kg with coupling for two -sided thread connection 75/75 mm for suction line, fire hose quick coupling 75 B and 2 1/2 blank cap and counter flange with fire hose quick coupling 75 B and 2 1/2 black cap.Top cover of the Grease separtor plant should be made from concrete frame with cast iron cover having clear opening of minimum 600mm diameter.The cover should be odour-Free when closed.The weight of the cover should be 142 kg and manufactured to meet 1.50 Ton load class requirement complete all as specified and directed by Engineer-in-Charge.
Note-The rate shall be included for supply & installation, provided three Days training for Operation/Function and Transportation at Site. | 1 | Each | 6,50,000 ₹6,50,000 | 6,60,000 ₹6,60,000 | 7,25,000 ₹7,25,000 | 5,95,000 ₹5,95,000 Lowest | 7,00,000 ₹7,00,000 | 6,90,000 ₹6,90,000 | 6,00,000 ₹6,00,000 | 6,90,000 ₹6,90,000 | 7,23,000 ₹7,23,000 | 6,90,000 ₹6,90,000 |
| 4.00 | Taking down old damaged SGSW/UPVC/RCC pipes from existing lines upto 1.5m depth including necessary excavation as per requirement of old fitted in trenches and Supply and fixing HDPE DWC (Double wall corrugated) pipes confirming to IS-16098 of 152 mm & 180 mm dia internal & external dia respectively, pressure rating SN-8 fixed with rubber seal and copler required with and including suitable bends 90/60/5 degree etc single Y junction, complete as required fixed as per manufacturer instruction laid in trenches for sewage lines complete all as specified and directed by Engineer-in-Charge.
Note: Rates included for pipe, bends any size and type, Y Jn coupler/ adaptor etc required and net total length of pipe with fittings shall be measured for payment purpose. Rate quoted by the contractor shall also include (a) Removal of broken pipes, concrete bed and any other material upto 50m and (b) Making surface under sewage pipe to required gradient for smoot flow of sewage (c) Filling and proper ramming of earth under, around and above the pipe after pipe is laid and tested and providing smooth/ levelled finish as already existing. (d) Clearing of grass, bushes and extra dumped soil if required on the route of sewage line, manhole approx. 3 mtr wide are deemed to include in the quoted rates by the contractor and no extra payment shall be made on this account. (e) Rates for excavation of laying of pipe line deemed to be included in the rate quoted by the contractor and no extra payment shall be made on this account. | 80 | Rm | 390 ₹31,200 Lowest | 480 ₹38,400 | 500 ₹40,000 | 500 ₹40,000 | 900 ₹72,000 | 500 ₹40,000 | 500 ₹40,000 | 500 ₹40,000 | 499 ₹39,920 | 500 ₹40,000 |
| 5.00 | All as per item No 4 above but depth exc 1.5m and not exceeding 3m complete all as specified and directed by Engineer-in-Charge. | 40 | RM | 450 ₹18,000 | 480 ₹19,200 | 500 ₹20,000 | 200 ₹8,000 Lowest | 900 ₹36,000 | 500 ₹20,000 | 500 ₹20,000 | 500 ₹20,000 | 499 ₹19,960 | 500 ₹20,000 |
| 6.00 | Material and labour for Cutting into existing Manhole for removing existing Branch Drain Pipes, Making Good to Brick Wall and Rendering, cutting out Branch Channel and making good in Cement Concrete 1:2:4 (20mm graded curshed stone Aggregate) and reforming Benching as required for 150mm internal dia Drain Pipe in Foul Condition complete all as specified and directed by Engineer-in-Charge. | 5 | Each | 200 ₹1,000 Lowest | 300 ₹1,500 | 370 ₹1,850 | 1,000 ₹5,000 | 500 ₹2,500 | 400 ₹2,000 | 3,000 ₹15,000 | 300 ₹1,500 | 366 ₹1,830 | 300 ₹1,500 |
| 7.00 | Brick work with sub class B bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. | 1 | Cum | 5,000 ₹5,000 | 3,800 ₹3,800 Lowest | 4,200 ₹4,200 | 5,000 ₹5,000 | 4,800 ₹4,800 | 4,500 ₹4,500 | 4,000 ₹4,000 | 4,500 ₹4,500 | 4,085 ₹4,085 | 4,500 ₹4,500 |
| 8.00 | Material and labour Plain Cement concrete in surface channels and drains type C2 (1:3:6) using 40mm graded crushed stone aggregate) complete all as specified and directed by Engineer-in-Charge. | 1.5 | Cum | 4,000 ₹6,000 | 3,500 ₹5,250 | 3,400 ₹5,100 | 3,500 ₹5,250 | 4,000 ₹6,000 | 4,500 ₹6,750 | 5,000 ₹7,500 | 4,500 ₹6,750 | 3,350 ₹5,025 Lowest | 5,500 ₹8,250 |
| 9.00 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc complete all as specified and directed by Engineer-in-Charge. | 10 | RM | 50 ₹500 Lowest | 69 ₹690 | 80 ₹800 | 100 ₹1,000 | 150 ₹1,500 | 150 ₹1,500 | 113 ₹1,130 | 150 ₹1,500 | 75 ₹750 | 150 ₹1,500 |
| 10.00 | Material and labour Rendering 15mm thick on any face of brick work in cement mortar 1:4, finished plastered surfaces even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. | 20 | Sqm | 200 ₹4,000 | 160 ₹3,200 Lowest | 200 ₹4,000 | 300 ₹6,000 | 200 ₹4,000 | 200 ₹4,000 | 200 ₹4,000 | 200 ₹4,000 | 198 ₹3,960 | 200 ₹4,000 |
Tender Value
₹43.7 L
EMD Value
₹87,300
Closing Date
2 Jul 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Sh Mahajan Singh
GE (AF) Pathankot
PROVN OF NEW GENERATION GREASE TRAPS IN MESSES AND CERTAIN MISC B AND R WORKS AT AIR FORCE STATION PATHANKOT
2025_MES_713607_1
GE/PAF-29/2025-26
Open Tender
Civil Works
Item Rate
90 days
GE (AF) Pathankot
As per NIT
8 documents required · 8 mandatory
₹500
Yes
GE (AF) Pathankot
₹87,300
Yes
22 Aug 2025
11 Jun 2025
4 Jul 2025
11 Jun 2025
2 Jul 2025
25 Jun 2025
Amount
Supply and installation of Grease separator plant suitable for underground installation as per drawing attached at Appx 'B'. The Grease separator should be made from polythylene for longer life.The Grease Separator should have nominal capacity not less than 2170 Ltrs with inlet/Outlet socket of nominal dia of minimum 150mm with grease storage capacity of minimum 415 ltrs and sludge capacity of minimum 1005 ltrs.Total weight of grease separator should be minimum 128 kg with overall Dimension of atleast 1320mm x 2599mm (Dia x Ht). The Grease separator should be capable of cleaning via shaft manhole cover,Emptying via suction line nominal dia of minimum 65mm and nominal pressure of 10kg with coupling for two -sided thread connection 75/75 mm for suction line, fire hose quick coupling 75 B and 2 1/2 blank cap and counter flange with fire hose quick coupling 75 B and 2 1/2 black cap.Top cover of the Grease separtor plant should be made from concrete frame with cast iron cover having clear opening of minimum 600mm diameter.The cover should be odour-Free when closed.The weight of the cover should be 142 kg and manufactured to meet 1.50 Ton load class requirement complete all as specified and directed by Engineer-in-Charge. Note-The rate shall be included for supply & installation, provided three Days training for Operation/Function and Transportation at Site.
Supply and installation of Grease separator plant suitable for underground installation as per drawing attached at Appx.The Grease separator should be made from polythylene for longer life.The Grease Separator should have nominal capacity not less than 930 Ltrs with inlet/Outlet socket of nominal dia of minimum 100mm with grease storage capacity of minimum 270 ltrs and sludge capacity of minimum 460 ltrs.Total weight of grease separator should be minimum 128 kg with overall Dimension of atleast 1320mm x 2599mm (Dia x Ht). The Grease separator should be capable of cleaning via shaft manhole cover,Emptying via suction line nominal dia of minimum 65mm and nominal pressure of 10kg with coupling for two -sided thread connection 75/75 mm for suction line, fire hose quick coupling 75 B and 2 1/2 blank cap and counter flange with fire hose quick coupling 75 B and 2 1/2 black cap.Top cover of the Grease separtor plant should be made from concrete frame with cast iron cover having clear opening of minimum 600mm diameter.The cover should be odour-Free when closed.The weight of the cover should be 142 kg and manufactured to meet 1.50 Ton load class requirement complete all as specified and directed by Engineer-in-Charge. Note-The rate shall be included for supply & installation, provided three Days training for Operation/Function and Transportation at Site.
Supply and installation of Grease separator plant suitable for underground installation as per drawing attached at Appx.The Grease separator should be made from polythylene for longer life.The Grease Separator should have nominal capacity not less than 1675 Ltrs with inlet/Outlet socket of nominal dia of minimum 150mm with grease storage capacity of minimum 285 ltrs and sludge capacity of minimum 730 ltrs.Total weight of grease separator should be minimum 128 kg with overall Dimension of atleast 1320mm x 2599mm (Dia x Ht). The Grease separator should be capable of cleaning via shaft manhole cover,Emptying via suction line nominal dia of minimum 65mm and nominal pressure of 10kg with coupling for two -sided thread connection 75/75 mm for suction line, fire hose quick coupling 75 B and 2 1/2 blank cap and counter flange with fire hose quick coupling 75 B and 2 1/2 black cap.Top cover of the Grease separtor plant should be made from concrete frame with cast iron cover having clear opening of minimum 600mm diameter.The cover should be odour-Free when closed.The weight of the cover should be 142 kg and manufactured to meet 1.50 Ton load class requirement complete all as specified and directed by Engineer-in-Charge. Note-The rate shall be included for supply & installation, provided three Days training for Operation/Function and Transportation at Site.
Taking down old damaged SGSW/UPVC/RCC pipes from existing lines upto 1.5m depth including necessary excavation as per requirement of old fitted in trenches and Supply and fixing HDPE DWC (Double wall corrugated) pipes confirming to IS-16098 of 152 mm & 180 mm dia internal & external dia respectively, pressure rating SN-8 fixed with rubber seal and copler required with and including suitable bends 90/60/5 degree etc single Y junction, complete as required fixed as per manufacturer instruction laid in trenches for sewage lines complete all as specified and directed by Engineer-in-Charge. Note: Rates included for pipe, bends any size and type, Y Jn coupler/ adaptor etc required and net total length of pipe with fittings shall be measured for payment purpose. Rate quoted by the contractor shall also include (a) Removal of broken pipes, concrete bed and any other material upto 50m and (b) Making surface under sewage pipe to required gradient for smoot flow of sewage (c) Filling and proper ramming of earth under, around and above the pipe after pipe is laid and tested and providing smooth/ levelled finish as already existing. (d) Clearing of grass, bushes and extra dumped soil if required on the route of sewage line, manhole approx. 3 mtr wide are deemed to include in the quoted rates by the contractor and no extra payment shall be made on this account. (e) Rates for excavation of laying of pipe line deemed to be included in the rate quoted by the contractor and no extra payment shall be made on this account.
All as per item No 4 above but depth exc 1.5m and not exceeding 3m complete all as specified and directed by Engineer-in-Charge.
Material and labour for Cutting into existing Manhole for removing existing Branch Drain Pipes, Making Good to Brick Wall and Rendering, cutting out Branch Channel and making good in Cement Concrete 1:2:4 (20mm graded curshed stone Aggregate) and reforming Benching as required for 150mm internal dia Drain Pipe in Foul Condition complete all as specified and directed by Engineer-in-Charge.
Brick work with sub class B bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge.
Material and labour Plain Cement concrete in surface channels and drains type C2 (1:3:6) using 40mm graded crushed stone aggregate) complete all as specified and directed by Engineer-in-Charge.
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc complete all as specified and directed by Engineer-in-Charge.
Material and labour Rendering 15mm thick on any face of brick work in cement mortar 1:4, finished plastered surfaces even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge.
Material and labour Rendering 10mm thick on any face of brick work in cement mortar 1:4, finished plastered surfaces even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.
Supply only water proofing compound ISI marked complete all as specified and directed by Engineer-in-Charge.
Material and labour for applying of newly plastered surfaces of wall and applying three coat of white wash complete all as specified and directed by Engineer-in-Charge.
Material and labour Precast cement concrete type B1 (1:2:4) using 20mm graded crushed stone aggregate set in cement mortar (1:4) in cover slabs for manhole etc. Reinforcement shall be measured and paid for separately complete all as specified and directed by Engineer-in-Charge.
Mild steel TMT bar 10 mm dia and over cut to length, bent to shape required, including cranking, bending etc, and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.
Demolition of cement concrete of any description and in any position not otherwise specifically provided complete all as specified and directed by Engineer-in-Charge.
Mild steel work such as grill grating etc and similar work conforming to Fe-410 or Fe-410-0 complete all as specified and directed by Engineer-in-Charge.
Material and labour Preparation of new steel surface and applying two coat of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-Charge.
Supply and fixing 110mm bore PVC (SWR) pipe with, single socketed in any length with rubber ring joints fixed to wall making good the smooth of rain water pipe complete all as specified and directed by Engineer-in-Charge.
Supply and fixing 110mm bore PVC (SWR) bends any radius, fixed with solvent cement in any position as per site requirement complete all as specified and directed by Engineer-in-Charge.
Supply and fixing 75mm bore PVC (SWR) pipe with, single socketed in any length with rubber ring joints fixed to wall making good the smooth of rain water pipe complete all as specified and directed by Engineer-in-Charge.
Supply and fixing 75mm bore PVC (SWR) bends any radius, fixed with solvent cement in any position as per site requirement complete all as specified and directed by Engineer-in-Charge.
Supply and fixing 110mm bore PVC (SWR) Junction single,( Single T) equal or unequal fixed with solvent cement in any position as per site requirement complete all as specified and directed by Engineer-in-Charge.
Supply and fixing 75mm bore PVC (SWR) Junction single,( Single T) equal or unequal fixed with solvent cement in any position as per site requirement complete all as specified and directed by Engineer-in-Charge.
Material and labour in repair stack clamps for 100/75 mm bore pipe as in repairs out of 50mm by 5mm flat iron and 16mm dia round iron stays including bolt and nuts and securing end of stays to wall or roofs complete all as specified and directed by Engineer-in-Charge.
Material and labour for 40mm thick Cement concrete 1:2:4 type B-2 (using 20mm graded crushed stone) as in Floor, finished even and smooth without using extra cement, including demolition of existing cement concrete complete all as specified and directed by Engineer-in-Charge.
KUMAR TRADING CO (BID ID -3342276)
A R ENTERPRISES (BID ID -3342284)
Hans Raj Pooni (BID ID -3342296)
M/S SINGH AND ASSOCIATES (BID ID -3344160)
PARVINDER BHARDWAJ (BID ID -3344204)
pardeep singh marwaha (BID ID -3343893)
Vijay Kumar Contractor and Engineers (BID ID -3341238)
INDERJIT SINGH (BID ID -3344052)
M/S SOHAL CONSTRUCTION CO (BID ID -3342820)
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