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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.2 LAccepted-AOC | ₹33.2 L Quoted ₹33.6 L | L1 | Accepted-AOC Lowest quoted amount overall reasonable |
| 2 | L2₹38.5 LRejected-AOC | ₹38.5 L | L2 | Rejected-AOC 2nd lowest hence rejected |
| 3 | L3₹44.6 LRejected-AOC | ₹44.6 L | L3 | Rejected-AOC 3rd lowest hence rejected |
| 4 | L4₹45.3 LRejected-AOC | ₹45.3 L | L4 | Rejected-AOC 4th lowest hence rejected |
| 5 | L5₹45.5 LRejected-AOC | ₹45.5 L | L5 | Rejected-AOC 5th lowest hence rejected |
| Sl No | Description | Qty | Unit | M/S ADITYA CONSTRUCTIONS L7 | Vinod Enterprises L11 | M/s. N D KALING L5 | M/s B C CHOUGULE L6 | DHAIRYASIL RAMAKANT DESAI L12 | BHARAT.A.VERNEKAR L1 | SHREESAMARTH CONSTRUCTION L10 | SWAPNIL SATWAJI AND ASSOCIATES L9 | RUDRAYYA I GHANTIMATH L4 | SHREE SWASTIK ENTERPRISES L2 | Sadhana Constructions & suppliers L3 | Praveenkumar Veeranagouda Patil L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for Precast RCC (1:2:4), Type B-1, using 20 mm graded stone aggregate as in precast cover slabs, set in CM 1:4, with and including demolition of existing u/s cover slabs of any description, removing rubbish off the permises, complete all as specified and as directed. Note: Reinforcement shall be measured and paid separately. | 3 | Cubic Metre | 9,500 ₹28,500 | 8,200 ₹24,600 | 7,600 ₹22,800 | 8,300 ₹24,900 | 8,000 ₹24,000 | 4,800 ₹14,400 | 8,500 ₹25,500 | 7,500 ₹22,500 | 7,600 ₹22,800 | 8,500 ₹25,500 | 8,200 ₹24,600 | 8,000 ₹24,000 |
| 2.00 | M&L for Pre-cast cement concrete solid block masonary type C1, 1:3:6 (using 20 mm graded stone aggregate) exc 10 cm width and setting in CM 1:6, with and including demolition of existing brick work of any description, complete all as specified and as directed. | 60 | Cubic Metre | 6,500 ₹3.9 L | 8,250 ₹5.0 L | 7,500 ₹4.5 L | 7,950 ₹4.8 L | 6,500 ₹3.9 L | 4,800 ₹2.9 L | 8,000 ₹4.8 L | 8,500 ₹5.1 L | 8,000 ₹4.8 L | 5,800 ₹3.5 L | 8,000 ₹4.8 L | 7,900 ₹4.7 L |
| 3.00 | M&L for Pre-cast cement concrete solid block masonary type C1, 1:3:6 (using 20 mm graded stone aggregate) exc 10 cm width and setting in CM 1:6, complete all as specified and as directed. | 40 | Cubic Metre | 6,000 ₹2.4 L | 6,450 ₹2.6 L | 6,300 ₹2.5 L | 6,300 ₹2.5 L | 7,000 ₹2.8 L | 1,200 ₹48,000 | 6,000 ₹2.4 L | 6,250 ₹2.5 L | 6,100 ₹2.4 L | 5,600 ₹2.2 L | 6,200 ₹2.5 L | 6,300 ₹2.5 L |
| 4.00 | M&L PCC 1:4:8 type D2 (using 40mm graded granite stone aggregate) as in foundation, filling and mass concrete, with and including demolition of existing cement concrete [unreinforced] in ground floors and paving's n exc 15cm thickness (below or above ground level), complete all as specified and as directed. | 28 | Cubic Metre | 4,000 ₹1.1 L | 6,500 ₹1.8 L | 6,600 ₹1.8 L | 6,500 ₹1.8 L | 5,000 ₹1.4 L | 1,100 ₹30,800 | 6,000 ₹1.7 L | 6,500 ₹1.8 L | 6,100 ₹1.7 L | 3,900 ₹1.1 L | 6,400 ₹1.8 L | 6,425 ₹1.8 L |
| 5.00 | M&L PCC 1:3:6 type C2 (using 40mm graded granite stone aggregate) as in foundation, filling and mass concrete, with and including demolition of existing cement concrete [unreinforced] in ground floors and paving's n exc 15cm thickness (below or above ground level), complete all as specified and as directed. | 3 | Cubic Metre | 5,000 ₹15,000 | 6,600 ₹19,800 | 6,600 ₹19,800 | 6,400 ₹19,200 | 6,000 ₹18,000 | 1,500 ₹4,500 | 6,000 ₹18,000 | 6,600 ₹19,800 | 6,400 ₹19,200 | 3,500 ₹10,500 | 6,500 ₹19,500 | 6,500 ₹19,500 |
| 6.00 | M&L for PCC 1:2:4 type B1 (using 20mm graded granite stone aggregate) as in surface channels and drains, with and including demolition of existing cement concrete [unreinforced] in ground floors and paving's n exc 15cm thickness (below or above ground level), complete all as specified and as directed. | 5 | Cubic Metre | 7,000 ₹35,000 | 6,600 ₹33,000 | 6,600 ₹33,000 | 6,500 ₹32,500 | 7,000 ₹35,000 | 1,000 ₹5,000 | 6,000 ₹30,000 | 6,600 ₹33,000 | 6,400 ₹32,000 | 4,200 ₹21,000 | 6,600 ₹33,000 | 6,700 ₹33,500 |
| 7.00 | M&L for PCC type B0 [1:2:4] using 12.50mm graded granite stone aggregate) as in copings, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, finished plain fair faces, with and including demolition of existing cement concrete [unreinforced] in ground floors and paving's n exc 15cm thickness (below or above ground level), complete all as specified and as directed. | 3 | Cubic Metre | 7,000 ₹21,000 | 6,890 ₹20,670 | 6,600 ₹19,800 | 6,500 ₹19,500 | 8,000 ₹24,000 | 1,570 ₹4,710 | 6,500 ₹19,500 | 6,700 ₹20,100 | 6,700 ₹20,100 | 4,900 ₹14,700 | 6,700 ₹20,100 | 6,800 ₹20,400 |
| 8.00 | M&L for Cutting into existing manholes for connecting new drains, making good to pipe and 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, complete all as specified. | 10 | Each | 400 ₹4,000 | 1,100 ₹11,000 | 1,300 ₹13,000 | 1,600 ₹16,000 | 500 ₹5,000 | 693 ₹6,930 | 900 ₹9,000 | 1,120 ₹11,200 | 1,200 ₹12,000 | 800 ₹8,000 | 1,300 ₹13,000 | 1,400 ₹14,000 |
| 9.00 | M&L for 110mm bore PVC (SWR) pipe single socketed in any length with jointed in CM 1:3, laid in trenches with collar, with and taking down existing PVC drain pipe of any description by breaking up PCC, complete all as specified and as directed. | 200 | Running Metre | 450 ₹90,000 | 360 ₹72,000 | 400 ₹80,000 | 395 ₹79,000 | 700 ₹1.4 L | 90 ₹18,000 | 425 ₹85,000 | 350 ₹70,000 | 400 ₹80,000 | 350 ₹70,000 | 375 ₹75,000 | 380 ₹76,000 |
| 10.00 | M&L for 150mm bore PVC (SWR) pipe single socketed in any length with jointed in CM 1:3, laid in trenches with collar, with and taking down existing PVC drain pipe of any description by breaking up PCC, complete all as specified and as directed. | 800 | Running Metre | 1,100 ₹8.8 L | 430 ₹3.4 L | 475 ₹3.8 L | 455 ₹3.6 L | 1,000 ₹8 L | 120 ₹96,000 | 475 ₹3.8 L | 450 ₹3.6 L | 450 ₹3.6 L | 650 ₹5.2 L | 400 ₹3.2 L | 400 ₹3.2 L |
Updated dates
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
21 Apr 2026, 6:00 pmClosed
Garrison Engineer
Military Engineer Services Garrison Engineer Laxmi Tek Camp Belgaum
REPAIR TO AREA DRAINS, SEWAGE LINES, MANHOLES, COVER SLABS, HUME PIPE CULVERTS, CLEANING OF SEWAGE LINES, MANHOLES, SEPTIC TANKS AND OTHER CONNECTED MAINT WORKS AT AREA NO. 2 UNDER GE BELGAUM
2026_MES_756785_1
8706/E8
Open Tender
Civil Works
330 days
Belgaum
Please refer tender documents
7 documents required · 7 mandatory
₹500
Garrison Engineer Belgaum
₹90,000
Yes
5 Jun 2026
18 Mar 2026
23 Apr 2026
18 Mar 2026
21 Apr 2026
2 Apr 2026
M&L for Precast RCC (1:2:4), Type B-1, using 20 mm graded stone aggregate as in precast cover slabs, set in CM 1:4, with and including demolition of existing u/s cover slabs of any description, removing rubbish off the permises, complete all as specified and as directed. Note: Reinforcement shall be measured and paid separately.
M&L for Pre-cast cement concrete solid block masonary type C1, 1:3:6 (using 20 mm graded stone aggregate) exc 10 cm width and setting in CM 1:6, with and including demolition of existing brick work of any description, complete all as specified and as directed.
M&L for Pre-cast cement concrete solid block masonary type C1, 1:3:6 (using 20 mm graded stone aggregate) exc 10 cm width and setting in CM 1:6, complete all as specified and as directed.
M&L PCC 1:4:8 type D2 (using 40mm graded granite stone aggregate) as in foundation, filling and mass concrete, with and including demolition of existing cement concrete [unreinforced] in ground floors and paving's n exc 15cm thickness (below or above ground level), complete all as specified and as directed.
M&L PCC 1:3:6 type C2 (using 40mm graded granite stone aggregate) as in foundation, filling and mass concrete, with and including demolition of existing cement concrete [unreinforced] in ground floors and paving's n exc 15cm thickness (below or above ground level), complete all as specified and as directed.
M&L for PCC 1:2:4 type B1 (using 20mm graded granite stone aggregate) as in surface channels and drains, with and including demolition of existing cement concrete [unreinforced] in ground floors and paving's n exc 15cm thickness (below or above ground level), complete all as specified and as directed.
M&L for PCC type B0 [1:2:4] using 12.50mm graded granite stone aggregate) as in copings, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, finished plain fair faces, with and including demolition of existing cement concrete [unreinforced] in ground floors and paving's n exc 15cm thickness (below or above ground level), complete all as specified and as directed.
M&L for Cutting into existing manholes for connecting new drains, making good to pipe and 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, complete all as specified.
M&L for 110mm bore PVC (SWR) pipe single socketed in any length with jointed in CM 1:3, laid in trenches with collar, with and taking down existing PVC drain pipe of any description by breaking up PCC, complete all as specified and as directed.
M&L for 150mm bore PVC (SWR) pipe single socketed in any length with jointed in CM 1:3, laid in trenches with collar, with and taking down existing PVC drain pipe of any description by breaking up PCC, complete all as specified and as directed.
M&L for PCC 1:5:10, type E2 (using 40mm graded stone aggregate) as in filling under sunken floors etc, including demolition of existing cement concrete (un-reinforced) in ground floors and paving not exceeding 15cm thick above or below ground level and removal of debris off the premises, complete all as specified and as directed.
M&L for 200mm dia Reinforced Concrete Pipe NP2, with bends, collars tec., laid in trenches and jointed, with and including cement concrete bed PCC 1:3:6, type C2 (using 40mm graded granite stone aggregate), forming cradles, laid, packing & haunching sides, laid and tested, including dismantling existing sewage line of any description, complete all as specified and as directed.
Earth work in excavation in foundation trenches or drains (not exceeding 1.5m in width as well as 10Sqm on plan) not exceeding 1.50 m in depth, including dressing of sides and ramming of bottoms, lift upto 1.5m, as in all kind of soil, complete all as directed by Engineer-in-Charge.
Earth work in excavation in foundation trenches or drains (not exceeding 1.5m in width as well as 10Sqm on plan) exceeding 1.5m but not exceeding 3.0m depth, including dressing of sides and ramming of bottoms, as in all kind of soil, complete all as directed by Engineer-in-Charge.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick of excavated soil, as in any type soil, complete all as specified. [Note: A deduction of 10% shall be made from total computed volume of filling to cater in bulk irrespective of machinery used for ramming.]
Removal of excavated material [Soil] to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point, complete all as specified.
M&L for Reinforcement TMT bars of Grade Fe–500D of 8mm to 10mm dia and over, cut to length, bent to shape required including cranking, bending, spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips or welded, complete all as specified and as directed.
All as per Serial Item No. 21 here-in-before but for manholes of depth exceeding 1.5m deep but not exceeding 3.0m depth.
M&L for Clearing and cutting away all grass, vegetation, shrubs, brush-wood, under-growth, roots and trees not exc. 30cm girth, on top / sides of entire buildings including digging out roots, applying sulphuric acid and making good the disturbed portion in CM 1:3, with and removing rubbish upto a distance of 50m, complete all as specified and directed by Engineer-in-Charge.
Removing the demolished / dismantled building materials from site, deposited & levelled in low laying areas with lead upto 1km, complete all as specified. Note: This item shall not be allowed for the items covered under Schedule of Credit and One metric tonne shall mean one load.
All as per Serial Item No.31 here-in-before but for septic tank of 50 users.
M&L for 600mm dia Reinforced Concrete Pipe NP2, with bends, collars tec., laid in trenches and jointed, with and including cement concrete bed PCC 1:3:6, type C2 (using 40mm graded granite stone aggregate), forming cradles, laid, packing & haunching sides, laid and tested, including dismantling existing sewage line of any description, complete all as specified and as directed.
M&L for 450mm dia Reinforced Concrete Pipe NP2, with bends, collars tec., laid in trenches and jointed, with and including cement concrete bed PCC 1:3:6, type C2 (using 40mm graded granite stone aggregate), forming cradles, laid, packing & haunching sides, laid and tested, including dismantling existing sewage line of any description, complete all as specified and as directed.
M&L for 300mm dia Reinforced Concrete Pipe NP2, with bends, collars tec., laid in trenches and jointed, with and including cement concrete bed PCC 1:3:6, type C2 (using 40mm graded granite stone aggregate), forming cradles, laid, packing & haunching sides, laid and tested, including dismantling existing sewage line of any description, complete all as specified and as directed.
S&F IN REPAIR Vitreous china squatting pan 580mm x 440mm (Orissa pattern), white with 'P'or 'S' trap étc, (excluding flushing cistern and flush pipe) including integral foot rest, fixing with cement concrete bedding, complete all as specified and as directed.
S&F IN REPAIR Vitreous china Wash down water closet pan EWC (Pedestal pattern), white with 'P'or 'S' trap étc, (excluding flushing cistern and flush pipe) including plastic water closet seat cover closed pattern with flat bottom cover, mild steel chromium plated or aluminised hinging device, fixing bolts, etc, complete all as specified and as directed.
S&F IN REPAIR seat cover for EWC closed pattern with flat bottom and mild steel chromium plated hinging device, complete all as specified and as directed.
S&F IN REPAIR PVC valveless, syphonic action type low level flushing cistern, 10 ltrs capacity, white with inlet ball valve, float and handle soft touch type including brackets, PVC flush pipe etc complete fixed with CP brass screws complete all as specified and as directed.
M&L for Premium quality, joint free coloured Non skid ceramic tiles 7mm to 8mm thick (square/rectangular) area of each tile exceeding 0.09Sqm but not exceeding 0.11Sqm, as in floors etc., laid over and including 15mm thick screed bed or bedding layer in CM (1:4), set and jointed in neat cement slurry and pointed in coloured cement to match, with and including demolition of existing floor tiles of any type with bedding mortar, complete all as specified and directed.
M&L for Premium quality, joint free ceramic glazed coloured wall tiles of 7 to 8mm thick (square / rectangular) area of each tile not exceeding 0.18Sqm, on vertical surfaces such as dado and the like, set and jointed in neat cement slurry and pointed in coloured cement to match, laid over & including 10mm thick rendering in CM 1:3 and including taking down existing dado/skirting with backing mortar, complete all as specified.
M&L for Factory made Machine pressed pre-cast concrete interlocking paver block any shape and size with glossy finish on top, confirming to IS 15658-2006 of 60mm thick, M-35 grade with grey cement and no pigment, with and including 50mm thick river sand cushion under interlocking paver block with watering and consolidation, with and including demolition of existing floor tiles of any type, complete all as specified and as directed by the Engineer-in-Charge.
M&L for Rubber coated chequered cement concrete tiles of size 300mm x 300mm x 25mm thick, with grey cement and pigments with GLOSSY FINISH set jointed and pointed in neat cement slurry, laid over and including 20mm thick screed bed in cement mortar 1:6 as in pathways, with and including demolition of existing floor tiles of any description, complete all as specified and as directed.
M&L for Applying evenly a coat of blown type bitumen at the rate 1.50Kg/SqM with and including blinding with clean dry sand at the rate 0.050Cum/SqM, complete all as specified and as directed by the Engineer-in-Charge.
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