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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.7 LAccepted-AOC | ₹33.7 L Quoted ₹34 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹37.5 LRejected-Finance | ₹37.5 L | L2 | Rejected-Finance Other than L1 |
| 3 | L3₹41.6 LRejected-Finance | ₹41.6 L | L3 | Rejected-Finance Other than L1 |
| 4 | L4₹41.9 LRejected-Finance | ₹41.9 L | L4 | Rejected-Finance Other than L1 |
| 5 | L5₹45.0 LRejected-Finance | ₹45.0 L | L5 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | M/S MEGA BUILDERS L2 | MS Syed Mehdi Shah L6 | MEGA CONCRETE CONSTRUCTION ENGINEERS AND CONTRACTORS L5 | M/S GHULAM HASSAN KUCHAY L3 | M/S maqsood enterprises L4 | M/S ABDUL KARIM RATHER L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, sewage pipe line, pier holes, etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out from any type of soil, including cutting of roots of trees, weeds, bushes, or any type of obstacles like chain link fencing, etc whille digging out for man holes pits , or digging for sewage pipe line trenches etc, complete all as specified and directed. | 1,200 | Cum | 250 ₹3 L | 550 ₹6.6 L | 300 ₹3.6 L | 390 ₹4.7 L | 150 ₹1.8 L | 180 ₹2.2 L |
| 2.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm, complete all as specified and directed. | 920 | Cum | 90 ₹82,800 | 10 ₹9,200 | 63 ₹57,960 | 100 ₹92,000 | 100 ₹92,000 | 30 ₹27,600 |
| 3.00 | Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed at a level n. exc 1.5m above the starting point, complete all as specified and directed. | 280 | Cum | 190 ₹53,200 | 5 ₹1,400 | 74 ₹20,720 | 100 ₹28,000 | 100 ₹28,000 | 30 ₹8,400 |
| 4.00 | S & F Reinforced NP2 pipe conforming to IS 458 (2003) of 100 mm dia laid in trenches and jointed on concrete bed including packing under and haunching against the sides of pipes after they are laid and tested including cement concrete bed 1:3:6 type C-2 with and including demolition and breaking up existing drain pipes of any description ( like PVC, salt glazed ware, AC or reinforced concrete) set in cement mortar, complete all as specified and directed. | 250 | Rm | 650 ₹1.6 L | 900 ₹2.3 L | 799 ₹2.0 L | 590 ₹1.5 L | 800 ₹2 L | 600 ₹1.5 L |
| 5.00 | M&L Reinforced NP2 pipe conforming to IS 458 (2003) of 150 mm dia laid in trenches and jointed on concrete bed including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 with and including demolition and breaking up existing drain pipes of any description ( like PVC, salt glazed ware, AC or reinforced concrete) set in cement mortar, complete all as specified and directed. | 250 | Rm | 650 ₹1.6 L | 950 ₹2.4 L | 899 ₹2.2 L | 840 ₹2.1 L | 900 ₹2.3 L | 600 ₹1.5 L |
| 6.00 | M & L Reinforced NP2 pipe conforming to IS 458 (2003) of 150 mm dia laid in trenches and jointed on concrete bed including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 with set in cement mortar, complete all as specified and directed. | 300 | Rm | 650 ₹1.9 L | 950 ₹2.9 L | 899 ₹2.7 L | 790 ₹2.4 L | 900 ₹2.7 L | 600 ₹1.8 L |
| 7.00 | M&L Reinforced NP2 pipe conforming to IS 458 (2003) of 200 mm dia laid in trenches and jointed on concrete bed including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 with and including demolition and breaking up existing drain pipes of any description ( like PVC, salt glazed ware, AC or reinforced concrete) set in cement mortar, complete all as specified and directed. | 100 | Rm | 850 ₹85,000 | 1,350 ₹1.4 L | 1,200 ₹1.2 L | 890 ₹89,000 | 1,100 ₹1.1 L | 779 ₹77,900 |
| 8.00 | M&L Reinforced NP2 pipe conforming to IS 458 (2003) of 200 mm dia laid in trenches and jointed on concrete bed including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 with set in cement mortar, complete all as specified and directed.
Note for BOQ item NO 4 to 8: PCC concrete beds to drain pipes shall be provided all as given on page 391 SSR part-II. | 1,500 | Rm | 850 ₹12.8 L | 1,350 ₹20.3 L | 1,170 ₹17.6 L | 990 ₹14.8 L | 1,100 ₹16.5 L | 780 ₹11.7 L |
| 9.00 | Cutting into existing manhole removing existing drain making good to wall and rendering cutting out branch channel and making good benching for 100mm dia pipe in cement concrete 1:2:4, complete all as specified and directed. | 50 | Each Job | 2,000 ₹1 L | 1,000 ₹50,000 | 599 ₹29,950 | 400 ₹20,000 | 200 ₹10,000 | 300 ₹15,000 |
| 10.00 | Description all as per itme No-09 but 150mm dia, complete all as specified and directed. | 30 | Each Job | 1,950 ₹58,500 | 1,000 ₹30,000 | 611 ₹18,330 | 200 ₹6,000 | 250 ₹7,500 | 300 ₹9,000 |
Updated dates
Tender Value
₹44 L
EMD Value
₹88,000
Closing Date
18 Nov 2025, 6:00 pmClosed
Lt Col Sanjay Siwach, GE
GE 970 EWS C/o 56 APO PIN-913970
AUGMENTATION OF SEWAGE LINE OF JCO AND OR MD ACCN TO EXISTING STP AT OLD AIR FIELD SRINAGAR UNDER GE 970 EWS
2025_MES_736202_1
GE970EWS-61(T)/2025-26
Open Tender
Civil Works
180 days
OLD AIR FIELD SRINAGAR
As per NT
8 documents required · 8 mandatory
₹500
GE 970 EWS
₹88,000
10 Jan 2026
21 Oct 2025
20 Nov 2025
21 Oct 2025
18 Nov 2025
5 Nov 2025
21 Oct 2025 - 11 Nov 2025
Amount
Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, sewage pipe line, pier holes, etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out from any type of soil, including cutting of roots of trees, weeds, bushes, or any type of obstacles like chain link fencing, etc whille digging out for man holes pits , or digging for sewage pipe line trenches etc, complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm, complete all as specified and directed.
Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed at a level n. exc 1.5m above the starting point, complete all as specified and directed.
S & F Reinforced NP2 pipe conforming to IS 458 (2003) of 100 mm dia laid in trenches and jointed on concrete bed including packing under and haunching against the sides of pipes after they are laid and tested including cement concrete bed 1:3:6 type C-2 with and including demolition and breaking up existing drain pipes of any description ( like PVC, salt glazed ware, AC or reinforced concrete) set in cement mortar, complete all as specified and directed.
M&L Reinforced NP2 pipe conforming to IS 458 (2003) of 150 mm dia laid in trenches and jointed on concrete bed including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 with and including demolition and breaking up existing drain pipes of any description ( like PVC, salt glazed ware, AC or reinforced concrete) set in cement mortar, complete all as specified and directed.
M & L Reinforced NP2 pipe conforming to IS 458 (2003) of 150 mm dia laid in trenches and jointed on concrete bed including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 with set in cement mortar, complete all as specified and directed.
M&L Reinforced NP2 pipe conforming to IS 458 (2003) of 200 mm dia laid in trenches and jointed on concrete bed including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 with and including demolition and breaking up existing drain pipes of any description ( like PVC, salt glazed ware, AC or reinforced concrete) set in cement mortar, complete all as specified and directed.
M&L Reinforced NP2 pipe conforming to IS 458 (2003) of 200 mm dia laid in trenches and jointed on concrete bed including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 with set in cement mortar, complete all as specified and directed. Note for BOQ item NO 4 to 8: PCC concrete beds to drain pipes shall be provided all as given on page 391 SSR part-II.
Cutting into existing manhole removing existing drain making good to wall and rendering cutting out branch channel and making good benching for 100mm dia pipe in cement concrete 1:2:4, complete all as specified and directed.
Description all as per itme No-09 but 150mm dia, complete all as specified and directed.
Description all as per itme No-09 but 200mm dia, complete all as specified and directed.
M&L brick work with sub class 'B' bricks straight or curved in plan exc 6 mtr mean radius built in CM (1:6) using old size bricks and including demolition of brickwork built in cement mortar, complete all as specified and directed.
M & L brick work with sub class 'B' bricks straight or curved in plan exc 6 mtr mean radius built in CM (1:6) using old size bricks built in cement morta, complete all as specified and directed.
M&L rendering 15 mm thick in CM 1:4 with and including mixing of liquid WPC of approved make @ 200ml per bag of cement on brick/concrete/stone wall surfaces of any description, and finishing the surfaces even and fair, complete all as specified and directed.
Demolition of reinforced cement concrete of any descritption and in any position not otherwise speccificallt provided, complete all as specified and directed.
M&L for precast RCC 1:2:4 Type-B1 (using 20mm graded crushed stone aggregate) as in manhole cover slab and similar article with plain faces, set in cement 1:4, complete all as specified and directed.
S&F TMT Mild Steel bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, less than 0.9mm dia or securing with clips, complete all as specified and directed.
Description all as per item No 17 above but 6 mm to 8 mm dia, complete all as specified and directed.
M&L for cement concrete (1:4:8) type D2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete, complete all as specified and directed.
M&L for PCC 1:2:4 type B1 (12.5mm graded aggregate ) as in coping including necessary form work, complete all as specified and directed.
S&F in repair 110 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls/floors with necessary MS clamps including taking down of old pipes, complete all as specified and directed.
S&F 75 in repair mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls/floors with necessary MS clamps including taking down of old pipes, complete all as specified and directed.
S&F in repair 110 mm PVC (SWR) access door bends any radius including taking down of old one, complete all as specified and directed.
S&F in repair 75 mm PVC (SWR) access door bends any radius including taking down of old one, complete all as specified and directed.
S&F in repair 110mm PVC (SWR) junction single,(Single T) equal or unequal provided with access door, complete all as specified and directed.
S&F in repair 75mm PVC (SWR) junction single,(Single T) equal or unequal provided with access door, complete all as specified and directed.
S&F in repair 110mm PVC (SWR) vent cowl, complete all as specified and directed.
Taking down chain link fencing, to facilitate excavation in trenches, from existing angle iron post, and refixing the same place after digging of trenches, laying of pipe line , or any type of constructing work which are required on ground, complete all as specified and directed.
M&L for dewatering of contaminated waste effluent from man hole/septic tank/soakage well of any capacity and depth by vehicle mount sewage cleaning machine and jetting and disposal to low lying area upto distance of 5Km including taking off and re-fixing manholes covers etc, complete all as specified and directed.
M&L for cleaning of septic tank of any capacity and depth including inlet chamber, outlet chamber removing out all sludge, silt, residue waste material (organic/inorganic nature) by mount sewage cleaning machine and required manpower after plugging the incoming sewage line and depositing the waste upto 5Km distance and burring the same in suitable size of pit and covering the same with earth and removal of surplus soil, complete all as specified and directed.
M&L for cleaning /clearing and maintenance of sewage lines, manholes including CI/PVC stacks, gully traps, floor traps, under ground lines any depth by removing any type of blockage from drain / drain pipe upto and including 250mm dia by mechanical machine method / manually (using pipe cleaning machine with auger function standard or specialised / manually) from manholes and flushing with water with pressure using water hose pipe connected with water trolleys after cleaning including manholes, sludges/sludge effluent to be disposed off as directed by Engr-in-Charge including taking off manholes covers and re-fixing the same after cleaning of sewage lines/manholes cleared/cleaned. Under this item are to be maintained and kept fully functional by removing any type of blockage, complete all as specified and directed.
Notes :- Amount of Credit Schedule for Schedule 'A' Part-ll shall be deducted from total quoted amount of BOQ to arrive at the contract sum
M/S MEGA BUILDERS (BID ID -3470818)
M/S GHULAM HASSAN KUCHAY (BID ID -3471868)
M/S maqsood enterprises (BID ID -3476946)
MEGA CONCRETE CONSTRUCTION ENGINEERS AND CONTRACTORS (BID ID -3476765)
MS Syed Mehdi Shah (BID ID -3469373)
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