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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.9 LAdmitted-Finance A WARD PLOT NO 96 2 T P SCHEME NO 2 SIDDHI APARTMENTS DUDHALI KOLHAPUR 416 012 MAHARASHTRA | KOLHAPUR | MAHARASHTRA | 416012 | ₹43.9 L | L1 | Admitted-Finance |
| 2 | L2₹44.8 L+₹84,675 (1.93%)Admitted-Finance | ₹44.8 L+₹84,675 (1.93%) | L2 | Admitted-Finance |
| 3 | L3₹45.0 L+₹1.1 L (2.39%)Admitted-Finance | ₹45.0 L+₹1.1 L (2.39%) | L3 | Admitted-Finance |
| 4 | L4₹45.1 L+₹1.2 L (2.71%)Admitted-Finance | ₹45.1 L+₹1.2 L (2.71%) | L4 | Admitted-Finance |
| 5 | L5₹45.4 L+₹1.4 L (3.30%)Admitted-Finance | ₹45.4 L+₹1.4 L (3.30%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | jkconstruction L7 | m/s Pravin s Bhosale L6 | LAXMI ENTERPRISES L5 | Ideal Infrastructure and Consultants L1 | Ruhi Construction L4 | Nitish Nandkumar Bothale L2 | SHRIKALP ENGINEERS AND CONTRACTORS L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in over areas not exceeding 1.5 metres deep and getting out in soft disintegrated rock, complete all as specified and directed. | 210 | Cum | 1,200 ₹2,52,000 | 1,170 ₹2,45,700 | 1,150 ₹2,41,500 | 1,020 ₹2,14,200 Lowest | 1,100 ₹2,31,000 | 1,045 ₹2,19,450 | 1,090 ₹2,28,900 |
| 2.00 | Rolling and consolidating formation surfaces of laterite rocks in cutting/filling etc. using power roller exceeding 08 tonnes and not exceeding 12 tonnes complete all as specified and directed. | 210 | 10 Sqm | 60 ₹12,600 | 75 ₹15,750 | 68 ₹14,280 | 40 ₹8,400 Lowest | 65 ₹13,650 | 68 ₹14,280 | 43 ₹9,030 |
| 3.00 | Material and Labour for providing and Laying Dry lean Concrete (DLC) 100mm thick of aggregate gradation as per Table 1 of SP 49:2014 having 7 day average compressive strength not less than 7 MPa with Minimum cement content not less than 140 Kg/Cum DLC mixed in Batching Plant, transported to site and laid by electronic sensor paver including spreading and compacting using high amplitude tamping bars of paver (initial compaction) further by double drum smooth wheeled vibratory rollers with 80-100 KN static weight to achieve minimum dry density not less than 98% of maximum dry Density, necessary finishing etc complete all as specified and tolerances able 900-1 of MoRTH specifications for Road and Bridge work 2013 complete all as specified and directed.
Note: The Design Mix is to be got approved by E2 Design of CE (CG) Goa before commencement of work. | 210 | 10 Sqm | 5,430 ₹11,40,300 | 5,350 ₹11,23,500 | 5,510 ₹11,57,100 | 4,690 ₹9,84,900 Lowest | 4,990 ₹10,47,900 | 4,980 ₹10,45,800 | 4,930 ₹10,35,300 |
| 4.00 | Material and Labour for cement concrete work in pavement/hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less, complete all as specified and directed. Note: The Design Mix is to be got approved by E2 Design of CE (CG) Goa before commencement of work. | 315 | Cum | 8,900 ₹28,03,500 | 8,650 ₹27,24,750 | 8,630 ₹27,18,450 Lowest | 8,780 ₹27,65,700 | 8,790 ₹27,68,850 | 8,850 ₹27,87,750 | 8,750 ₹27,56,250 |
| 5.00 | Material and Labour for forming 25 mm width expansion joint in concrete slab for full depth of PQC Early entry saw and subsequent cutting by using diamond bit cutter of appropriate size, straight and smooth edges Join cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. The joint then filled with pre-moulded 25 mm thick compressible polyethylene closed cell type filler board as specified thereafter application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant Placing of closed cell medium density, crossed linked polyethylene foam backup rod of 30 mm dia, over filler board and filled with polyurethane based sealant complying with BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of +/- 30% having minimum 10 year performance guarantee applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacture complete all as specified and directed. | 5 | 10 RM | 4,550 ₹22,750 | 4,800 ₹24,000 | 5,570 ₹27,850 | 4,600 ₹23,000 | 4,500 ₹22,500 Lowest | 4,650 ₹23,250 | 4,700 ₹23,500 |
| 6.00 | Material and Labour for forming dummy/contraction joint with an initial saw cut of 3 mm soon after the concrete has set, upto a depth of 1/3 rd to 1/4 th the thickness of the slab widening the first saw cut to 6 mm and 24 mm deep by using diamond bit cutter of appropriate size straight and smooth edges Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil vegetation and other debris Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant. Placing of closed cell. medium density, crossed linked polyethylene foam backup rod of 8 mm dia application of bond breaker tape on top of back up rod for complete width of the joint and filled with polyurethane based sealant complying with BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of +/- 30% having minimum 10 year performance guarantee applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete as specified and directed. | 25 | 10 RM | 2,500 ₹62,500 | 2,800 ₹70,000 | 2,490 ₹62,250 | 2,350 ₹58,750 | 2,250 ₹56,250 Lowest | 2,460 ₹61,500 | 2,450 ₹61,250 |
| 7.00 | Supply only polyester triangular fibres as secondary reinforcement in all types of concrete and mortars complete all as specified and directed. | 315 | KG | 520 ₹1,63,800 | 590 ₹1,85,850 | 480 ₹1,51,200 Lowest | 550 ₹1,73,250 | 640 ₹2,01,600 | 550 ₹1,73,250 | 650 ₹2,04,750 |
| 8.00 | Removing excavated soft disintegrated rock exceeding. 1.50 Km but not exceeding 5.0 Km and depositing where directed. | 194.7 | Cum | 750 ₹1,46,025 Lowest | 854 ₹1,66,273.8 | 830 ₹1,61,601 | 830 ₹1,61,601 | 850 ₹1,65,495 | 760 ₹1,47,972 | 900 ₹1,75,230 |
| 9.00 | Material and Labour for forming side berms with excavated soil including raising or lowering earth, spreading in layers not exceeding. 30 cm thick, watering, ramming/rolling and finishing to required size, shape, etc not exceeding 1.5 metres high from base. complete all as specified and directed. | 15.3 | Cum | 120 ₹1,836 Lowest | 190 ₹2,907 | 160 ₹2,448 | 140 ₹2,142 | 250 ₹3,825 | 220 ₹3,366 | 180 ₹2,754 |
Tender Value
₹42 L
EMD Value
₹84,000
Closing Date
4 Aug 2026, 6:00 pmClosed
GE I CG RATNAGIRI
Military Engineer Service Garrison Engineer I CG Ratnagiri SLUY Shed Plot, W19 23 MIDC Mirjole Ratnagiri 415 639
PROVISION OF PQC BASE OF 70M X 30M FOR INSTALLATION OF CONTAINERAISED INDOOR SHOOTING RANGE AT ICGAS RATNAGIRI
2026_MES_777652_1
8300/E8
Open Tender
Civil Works
Item Rate
180 days
Ratnagiri
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE I CG RATNAGIRI
₹84,000
Yes
31 Aug 2026
14 Jul 2026
11 Aug 2026
14 Jul 2026
4 Aug 2026
28 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in over areas not exceeding 1.5 metres deep and getting out in soft disintegrated rock, complete all as specified and directed. | 210 | Cum | - | - |
| 2 | Rolling and consolidating formation surfaces of laterite rocks in cutting/filling etc. using power roller exceeding 08 tonnes and not exceeding 12 tonnes complete all as specified and directed. | 210 | 10 Sqm | - | - |
| 3 | Material and Labour for providing and Laying Dry lean Concrete (DLC) 100mm thick of aggregate gradation as per Table 1 of SP 49:2014 having 7 day average compressive strength not less than 7 MPa with Minimum cement content not less than 140 Kg/Cum DLC mixed in Batching Plant, transported to site and laid by electronic sensor paver including spreading and compacting using high amplitude tamping bars of paver (initial compaction) further by double drum smooth wheeled vibratory rollers with 80-100 KN static weight to achieve minimum dry density not less than 98% of maximum dry Density, necessary finishing etc complete all as specified and tolerances able 900-1 of MoRTH specifications for Road and Bridge work 2013 complete all as specified and directed.
Note: The Design Mix is to be got approved by E2 Design of CE (CG) Goa before commencement of work. | 210 | 10 Sqm | - | - |
| 4 | Material and Labour for cement concrete work in pavement/hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less, complete all as specified and directed. Note: The Design Mix is to be got approved by E2 Design of CE (CG) Goa before commencement of work. | 315 | Cum | - | - |
| 5 | Material and Labour for forming 25 mm width expansion joint in concrete slab for full depth of PQC Early entry saw and subsequent cutting by using diamond bit cutter of appropriate size, straight and smooth edges Join cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. The joint then filled with pre-moulded 25 mm thick compressible polyethylene closed cell type filler board as specified thereafter application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant Placing of closed cell medium density, crossed linked polyethylene foam backup rod of 30 mm dia, over filler board and filled with polyurethane based sealant complying with BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of +/- 30% having minimum 10 year performance guarantee applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacture complete all as specified and directed. | 5 | 10 RM | - | - |
| 6 | Material and Labour for forming dummy/contraction joint with an initial saw cut of 3 mm soon after the concrete has set, upto a depth of 1/3 rd to 1/4 th the thickness of the slab widening the first saw cut to 6 mm and 24 mm deep by using diamond bit cutter of appropriate size straight and smooth edges Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil vegetation and other debris Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant. Placing of closed cell. medium density, crossed linked polyethylene foam backup rod of 8 mm dia application of bond breaker tape on top of back up rod for complete width of the joint and filled with polyurethane based sealant complying with BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of +/- 30% having minimum 10 year performance guarantee applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete as specified and directed. | 25 | 10 RM | - | - |
| 7 | Supply only polyester triangular fibres as secondary reinforcement in all types of concrete and mortars complete all as specified and directed. | 315 | KG | - | - |
| 8 | Removing excavated soft disintegrated rock exceeding. 1.50 Km but not exceeding 5.0 Km and depositing where directed. | 194.7 | Cum | - | - |
| 9 | Material and Labour for forming side berms with excavated soil including raising or lowering earth, spreading in layers not exceeding. 30 cm thick, watering, ramming/rolling and finishing to required size, shape, etc not exceeding 1.5 metres high from base. complete all as specified and directed. | 15.3 | Cum | - | - |
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