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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹9.5 LAccepted-AOC | L-1 | Accepted-AOC Bidder Rank L-1 | |
| 2 | L-2₹11.2 L+₹1.7 L (18.1%)Rejected-AOC | L-2 | Rejected-AOC Bidder Rank L-4 | |
| 3 | L-3₹10.9 L+₹1.4 L (15.1%)Rejected-AOC 168 RAMBAGH PAYEEN SRINAGAR J K 190015 | SRINAGAR | JAMMU AND KASHMIR | 190015 | L-3 | Rejected-AOC Bidder Rank L-2 | |
| 4 | L-4₹10.9 L+₹1.4 L (15.2%)Rejected-AOC H NO 18 LANE NO 6 K B NAGAR BANTALAB JAMMU J K | L-4 | Rejected-AOC Bidder Rank L-3 | |
| 5 | Rejected-Technical | - | Rejected-Technical Firm does not fulfils the tender criteria as per NIT Conditions |
| Sl No | Description | Qty | Unit | MIRAJ KHAN & COMPANY L2 | Mehraj Ud Din Rather L4 | MEHJOOR CONSTRUCTION L1 | M/S. VINAYAKA ENTERPRISES L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. | 247 | mtr | 84,474 ₹84,474 | 98,800 ₹98,800 | 33,839 ₹33,839 Lowest | 2,34,650 ₹2,34,650 |
| 2.00 | Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps. 200 mm diameter S.W. pipe | 212 | mtr | 21,200 ₹21,200 | 10,600 ₹10,600 Lowest | 1,41,404 ₹1,41,404 | 1,06,000 ₹1,06,000 |
| 3.00 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design. :200 mm diameter S.W. pipe. | 247 | mtr | 1,48,200 ₹1,48,200 Lowest | 2,22,300 ₹2,22,300 | 1,64,749 ₹1,64,749 | 1,48,200 ₹1,48,200 Lowest |
| 4.00 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. :200 mm diameter. | 247 | mtr | 1,85,250 ₹1,85,250 | 3,58,150 ₹3,58,150 | 1,64,749 ₹1,64,749 | 98,800 ₹98,800 Lowest |
| 5.00 | Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of Engineer-in-charge: Rectangular manhole 120x90 cm and 90 cm deep. | 13 | each | 31,668 ₹31,668 | 13,000 ₹13,000 Lowest | 35,100 ₹35,100 | 52,000 ₹52,000 |
| 6.00 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design. :Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal dimensions, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. | 16 | each | 4,80,000 ₹4,80,000 | 3,04,000 ₹3,04,000 | 2,51,200 ₹2,51,200 | 1,92,000 ₹1,92,000 Lowest |
| 7.00 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:150 x 100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 10 | each | 24,000 ₹24,000 Lowest | 50,000 ₹50,000 | 97,000 ₹97,000 | 25,000 ₹25,000 |
| 8.00 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 2.25 | Cum | 12,375 ₹12,375 | 2,025 ₹2,025 Lowest | 15,075 ₹15,075 | 11,250 ₹11,250 |
| 9.00 | Providing and laying in position ready mixed or site batched design mixcement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within permissible utilization of 20% each, Portland Pozzolana /Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level up to floor V levelConcrete of M25 grade with minimum cement of 330 kg /cum. | 2.25 | Cum | 20,250 ₹20,250 | 24,750 ₹24,750 | 15,976.01 ₹15,976.01 | 11,250 ₹11,250 Lowest |
| 10.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 265 | kg | 39,485 ₹39,485 | 27,825 ₹27,825 | 23,055 ₹23,055 Lowest | 1,45,750 ₹1,45,750 |
Tender Value
₹14.8 L
EMD Value
₹29,600
Closing Date
29 Sept 2025, 5:20 pmClosed
Commandant Engineer JK Zone HQR CRPFJammu
Office of the SDG CRPF JK Zone Jammu
Repair Maintenance works of Sewer line in entire campus at DIG South Kashmir Ops Range Hqr at Awantipora JK
2025_CRPF_876000_2
B.V-8/2025-26-JKZ -C-CELL-SKOR (SAP)
Open Tender
Civil Works
Works
120 days
SKOR CRPF AWANTIPORA KASHMIR JK
Please refer Tender documents
2 documents required · 2 mandatory
₹0
₹29,600
24 Oct 2025
24 Sept 2025
30 Sept 2025
24 Sept 2025
29 Sept 2025
24 Sept 2025
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.
Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps. 200 mm diameter S.W. pipe
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design. :200 mm diameter S.W. pipe.
Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. :200 mm diameter.
Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of Engineer-in-charge: Rectangular manhole 120x90 cm and 90 cm deep.
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design. :Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal dimensions, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.
Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:150 x 100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
Providing and laying in position ready mixed or site batched design mixcement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within permissible utilization of 20% each, Portland Pozzolana /Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level up to floor V levelConcrete of M25 grade with minimum cement of 330 kg /cum.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform.
MIRAJ KHAN & COMPANY (BID ID -3290532)
M/S. VINAYAKA ENTERPRISES (BID ID -3290880)
Mehraj Ud Din Rather (BID ID -3290390)
Item Code-10
Item Code-11
Mehraj Ud Din Rather
Item Code-5
Item Code-8
MIRAJ KHAN & COMPANY
Item Code-7
M/S. VINAYAKA ENTERPRISES
Item Code-4
Item Code-6
Item Code-9
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