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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.2 LAccepted-Finance BOOTH NO 56 MAIN MARKET SECTOR 40 C CHANDIGARH U T 160036 | CHANDIGARH | CHANDIGARH | CHANDIGARH | 160036 | ₹29.2 L | L1 | Accepted-Finance Being L1 |
| 2 | L2₹31.6 LRejected-Finance 1ST FLOOR GURJEET MARKET DHANGU ROAD | ₹31.6 L | L2 | Rejected-Finance Other than L1 |
| 3 | L3₹34.6 LRejected-Finance VPO BAILLY TEHSIL DALHOUSIE DISTT CHAMBA HP PIN 176303 | CHAMBA | HIMACHAL PRADESH | 176303 | ₹34.6 L | L3 | Rejected-Finance Other than L1 |
| 4 | L4₹34.7 LRejected-Finance NEAR CIVIL HOSPITAL WARD NO 07 VPO CHOWARI DISTT CHAMBA HP 176302 | CHOWARI | CHAMBA | HP | 176302 | ₹34.7 L | L4 | Rejected-Finance Other than L1 |
| 5 | L5₹40.7 LRejected-Finance H NO 07 SHIVAJI NAGAR PATHANKOT 145001 | PATHANKOT | PATHANKOT | PUNJAB | 145001 | ₹40.7 L | L5 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | Vijay Kumar Contractor and Engineers L2 | L-7 Primewave Communications L1 | m/S Varun Gupta L4 | M/s Shakti Electric Works L5 | Havish Construction L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Supply and fixing Grease seperator plant suitable for underground installation as per drwaing attached . The grease seperator should be made from polythylene for longer life. The Grease seperator should be made from polythelene for longer life . The Grease seperator should have nominal capacity not less than 930 litres with inlet /outlet socket of nominal dia of miunimum 100 mm with grease storage capacity of minimum 270 litres and sludge capacity of minimum 460 litres . Total weight of grease seperator should be minimum of 128 kg with overall dimension of atleast (1320mmx1595mm )(dia Xheight). The grease seperator should be capable cleaning via shaft manhole cover, emptying via suction line nominal of minimum 65 mm 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 2.5 inches blank cap and counter flange with fire hose quick coupling 75 B and 2.5 inches black cap.Top sections/cover of grease seprator plant should be madse up from concrete frame with cast iron cover having clear opening of 600 mm diameter.The cover should be odour free when closed. The weight of the cover should be 142 kg and manufactored to meet 1.50 ton load class requirement complete all as specified and directed by Engineer-in-Charge.
Note : The rate shall be inclusive of supply and installations three days training for operatipon /function and transportation at site ) | 5 | Nos | 5,60,000 ₹28 L | 5,10,000 ₹25.5 L | 6,40,500 ₹32.0 L | 7,50,000 ₹37.5 L | 6,40,000 ₹32 L |
| 2.00 | Material & labour For surface excavation not exceeding 30 cm n exc 30cm deep and averaging 15 cm deep and getting out hard/ dense soil complete all as specified and directed by Engineer in charge. | 30 | Sqm | 100 ₹3,000 | 100 ₹3,000 | 65 ₹1,950 | 100 ₹3,000 | 50 ₹1,500 |
| 3.00 | Material & labour for exc over area , n exc 1.5 m deep and getting out hard dense soil complete all as specified and directed by Engineer in charge. | 45 | Cum | 300 ₹13,500 | 450 ₹20,250 | 355 ₹15,975 | 350 ₹15,750 | 200 ₹9,000 |
| 4.00 | Material & labour for exc over area , exc 1.5 m deep and getting out hard dense soil complete all as specified and directed by Engineer in charge. | 30 | Cum | 500 ₹15,000 | 500 ₹15,000 | 455 ₹13,650 | 450 ₹13,500 | 200 ₹6,000 |
| 5.00 | Material & labour for cement concrete in foundation filling and mass concrete in pcc 1:4:8 type D-2 (using 40 mm graded stone aggregate complete all as specified and directed by Engineer in charge. | 3 | Cum | 4,500 ₹13,500 | 4,500 ₹13,500 | 3,500 ₹10,500 | 6,000 ₹18,000 | 4,000 ₹12,000 |
| 6.00 | Cutting into existing manholes for connecting new drain, making good to pipe, rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required for pipe for internal dia 150 mm complete all as specified and directed by Engineer-in-Charge. | 12 | Each pipe | 500 ₹6,000 | 1,800 ₹21,600 | 990 ₹11,880 | 1,000 ₹12,000 | 1,000 ₹12,000 |
| 7.00 | Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for sewage pipe line not exceeding 10 Sqm on plan for man holes and getting out in hard/dense soil complete all as specified and directed by Engineer-in-Charge. | 52 | Cum | 300 ₹15,600 | 450 ₹23,400 | 255 ₹13,260 | 150 ₹7,800 | 150 ₹7,800 |
| 8.00 | Removal of excavated and demolished material to a distance exc. 1.5 KM but n exc. 5Km and depositing complete all as specified and directed by Engineer-in-Charge. | 56 | Cum | 500 ₹28,000 | 100 ₹5,600 | 55 ₹3,080 | 70 ₹3,920 | 200 ₹11,200 |
| 9.00 | Returning, filling in including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick complete all as specified and directed by Engineer-in-Charge. | 80 | Cum | 50 ₹4,000 | 200 ₹16,000 | 45 ₹3,600 | 50 ₹4,000 | 100 ₹8,000 |
| 10.00 | Material & labour for cement concrete (1:3:6) type C-2 to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested for 150 mm dia bore of pipe complete all as specified and directed by Engineer-in-Charge. | 90 | RM | 500 ₹45,000 | 390 ₹35,100 | 225 ₹20,250 | 500 ₹45,000 | 200 ₹18,000 |
Updated dates
Tender Value
₹43.7 L
EMD Value
₹87,400
Closing Date
26 Mar 2026, 6:00 pmClosed
Sh Vishal Kumar
GE (AF) Pathankot
PROVN OF NEW GENERATION GREASE TRAPS IN CERTAIN MESSES AT AIR FORCE STATION DALHOUSIE
2026_MES_754327_1
GE/PAF-75/2025-26
Open Tender
Civil Works
90 days
GE (AF) Pathankot
As per NIT
8 documents required · 8 mandatory
₹500
Yes
GE (AF) Pathankot
₹87,400
Yes
18 May 2026
26 Feb 2026
28 Mar 2026
26 Feb 2026
26 Mar 2026
12 Mar 2026
Supply and fixing Grease seperator plant suitable for underground installation as per drwaing attached . The grease seperator should be made from polythylene for longer life. The Grease seperator should be made from polythelene for longer life . The Grease seperator should have nominal capacity not less than 930 litres with inlet /outlet socket of nominal dia of miunimum 100 mm with grease storage capacity of minimum 270 litres and sludge capacity of minimum 460 litres . Total weight of grease seperator should be minimum of 128 kg with overall dimension of atleast (1320mmx1595mm )(dia Xheight). The grease seperator should be capable cleaning via shaft manhole cover, emptying via suction line nominal of minimum 65 mm 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 2.5 inches blank cap and counter flange with fire hose quick coupling 75 B and 2.5 inches black cap.Top sections/cover of grease seprator plant should be madse up from concrete frame with cast iron cover having clear opening of 600 mm diameter.The cover should be odour free when closed. The weight of the cover should be 142 kg and manufactored to meet 1.50 ton load class requirement complete all as specified and directed by Engineer-in-Charge. Note : The rate shall be inclusive of supply and installations three days training for operatipon /function and transportation at site )
Material & labour For surface excavation not exceeding 30 cm n exc 30cm deep and averaging 15 cm deep and getting out hard/ dense soil complete all as specified and directed by Engineer in charge.
Material & labour for exc over area , n exc 1.5 m deep and getting out hard dense soil complete all as specified and directed by Engineer in charge.
Material & labour for exc over area , exc 1.5 m deep and getting out hard dense soil complete all as specified and directed by Engineer in charge.
Material & labour for cement concrete in foundation filling and mass concrete in pcc 1:4:8 type D-2 (using 40 mm graded stone aggregate complete all as specified and directed by Engineer in charge.
Cutting into existing manholes for connecting new drain, making good to pipe, rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required for pipe for internal dia 150 mm complete all as specified and directed by Engineer-in-Charge.
Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for sewage pipe line not exceeding 10 Sqm on plan for man holes and getting out in hard/dense soil complete all as specified and directed by Engineer-in-Charge.
Removal of excavated and demolished material to a distance exc. 1.5 KM but n exc. 5Km and depositing complete all as specified and directed by Engineer-in-Charge.
Returning, filling in including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick complete all as specified and directed by Engineer-in-Charge.
Material & labour for cement concrete (1:3:6) type C-2 to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested for 150 mm dia bore of pipe complete all as specified and directed by Engineer-in-Charge.
Supply and fixing salt glazed stone ware drain pipes 150 mm dia laid in trenches and jointed complete all as specified and directed by Engineer-in-Charge.
Material & labour for brickwork with subclass `B` bricks, in straight or curved on plan exc 6m mean radius, built in CM 1:4 complete all as specified and as directed by the Engineer-in-Charge
Cement concrete in surface channels and drains in cement concrete 1:3:6 type C1 (20 mm graded aggregate) finised even and smooth using extra cement complete all as specified and directed by Engineer-in-Charge.
Extra for forming fair finished drain or drain channel 30 cm inner girth in cement concrete using extra cement forms moulds mitred stopped ends etc complete all as specified and directed by Engineer-in-Charge.
Material & labour for rendering 15mm thick in CM 1:4 on brick surface finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.
Material & labour for rendering 10mm thick in CM 1:4 on brick surface finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.
Supplying only water proofing compound complete all as specified and directed by Engineer-in-Charge.
Material & labour precast cement concrete type B1 (1:2:4) using 20 mm graded aggregate set in CM(1:4) in cover slab (for manholes etc) complete all as specified and directed by Engineer-in-Charge.
Material & labour TMT bars 10 mm dia and over cut to length, bent to shape, required including cranking, bending spirally for hooping for columns, hooking ends 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 specificall provided for complete all as specified and directed by Engineer in charge
Material & labour For preperation of newly plastered surface of wall and applying three coat of whitewash complete all as specified and directede by Engineer in charge
Supply and fixing PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches of bore 110mm complete all as specified and directed by Engineer-in-Charge.
Supply and fixing 110mm PVC (SWR) bore Bend any radius complete all as specified and directed by Engineer in charge
Supply and fixing PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or in floor of bore 75mm complete all as specified and directed by Engineer-in-Charge.
Supply and fixing PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to wall of bore 75mm complete all as specified and directed by Engineer in charge
Supply and fixing 110mm PVC(SWR) Branch pieces, single T (equal or unequal) complete all as specified and directed by Engineer in charge
Supply and fixing 75mm PVC(SWR) Branch pieces, single T (equal or unequal) complete all as specified and directed by Engineer in charge
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