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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.5 LAccepted-AOC | L1 | Accepted-AOC awarded being L1 | |
| 2 | L2₹31.6 L+₹1.1 L (3.55%)Rejected-Finance F 402 AMBIKA APARTMENT PLOT A 9 SECTOR 20 NERUL W NAVI MUMBAI 400 706 | THANE | MAHARASHTRA | 400706 | L2 | Rejected-Finance Rejected | |
| 3 | L3₹31.7 L+₹1.2 L (4.09%)Rejected-Finance | L3 | Rejected-Finance Rejected | |
| 4 | L4₹32.2 L+₹1.7 L (5.61%)Rejected-Finance | L4 | Rejected-Finance Rejected | |
| 5 | L5₹32.9 L+₹2.5 L (8.05%)Rejected-Finance 0 | L5 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | Advait Enterprises L2 | A S ENTERPRISES L5 | jkconstruction L6 | m/s Pravin s Bhosale L3 | Nitish Nandkumar Bothale L1 | SHRIKALP ENGINEERS AND CONTRACTORS L4 | Ruhi Construction L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/disintegrated rock complete all as specified and as directed. | 478.5 | Sqm | 10 ₹4,785 Lowest | 25 ₹11,962.5 | 15 ₹7,177.5 | 12 ₹5,742 | 15 ₹7,177.5 | 11 ₹5,263.5 | 20 ₹9,570 |
| 2.00 | Excavating in trenches not exceeding 1.5 metres wide and not exceeding 1.5 metres in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, toe walls, kerb stones etc. not exceeding 10 sqm on plan and not exceeding 1.5 metres in depth and getting out in soft/disintegrated rock complete all as specified and as directed. | 50.1 | Cum | 225 ₹11,272.5 | 300 ₹15,030 | 450 ₹22,545 | 180 ₹9,018 Lowest | 200 ₹10,020 | 390 ₹19,539 | 340 ₹17,034 |
| 3.00 | Material and Labour for Moorum/red bajri filling in floors or paving, laid in layers not exceeding 15 cm thick spread, levelled and rammed including watering complete all as specified and as directed. | 66.3 | Cum | 250 ₹16,575 | 120 ₹7,956 Lowest | 200 ₹13,260 | 150 ₹9,945 | 200 ₹13,260 | 120 ₹7,956 Lowest | 140 ₹9,282 |
| 4.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm complete all as specified and as directed. | 20 | Cum | 105 ₹2,100 | 150 ₹3,000 | 100 ₹2,000 Lowest | 100 ₹2,000 Lowest | 120 ₹2,400 | 110 ₹2,200 | 110 ₹2,200 |
| 5.00 | Removing excavated material exceeding 250 metres but not exceeding 500 metres and depositing where directed at a level not exceeding 1.50 metres above the starting point complete all as specified and as directed. | 101.84 | Cum | 55 ₹5,601.2 | 42 ₹4,277.28 | 60 ₹6,110.4 | 40 ₹4,073.6 Lowest | 50 ₹5,092 | 45 ₹4,582.8 | 60 ₹6,110.4 |
| 6.00 | Material and Labour for PCC 1:4:8 type D2 using 40 mm graded stone aggregate Cement concrete as in foundations, filling and mass-concrete all as specified and as directed. | 10.2 | Cum | 4,500 ₹45,900 | 3,800 ₹38,760 Lowest | 3,800 ₹38,760 Lowest | 5,000 ₹51,000 | 4,000 ₹40,800 | 5,000 ₹51,000 | 4,700 ₹47,940 |
| 7.00 | Material and Labour for machine cut laterite stone masonry wall exceeding 10 cm in width of squared rubble, regular coursed, well bonded, bedded and solidly hearted, built in cement mortar 1:4 complete all as specified and as directed. | 56.1 | Cum | 6,050 ₹3,39,405 | 5,800 ₹3,25,380 | 5,600 ₹3,14,160 | 6,000 ₹3,36,600 | 5,500 ₹3,08,550 Lowest | 6,200 ₹3,47,820 | 5,850 ₹3,28,185 |
| 8.00 | Material and Labour for broken stone or boulders hardcore of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed. | 66.6 | Cum | 2,250 ₹1,49,850 | 2,600 ₹1,73,160 | 2,290 ₹1,52,514 | 2,280 ₹1,51,848 | 2,200 ₹1,46,520 Lowest | 2,520 ₹1,67,832 | 2,450 ₹1,63,170 |
| 9.00 | Material and Labour for 100mm thick PCC 1:4:8 type D2 using 40mm aggregate as in base complete all as specified and as directed. | 461 | Sqm | 550 ₹2,53,550 | 566 ₹2,60,926 | 700 ₹3,22,700 | 600 ₹2,76,600 | 500 ₹2,30,500 | 480 ₹2,21,280 Lowest | 600 ₹2,76,600 |
| 10.00 | Material and Labour for 100mm thick PCC 1:2:4 type B1 using 20mm aggregate as in sub base, base, wearing course complete all as specified and as directed. | 461 | Sqm | 725 ₹3,34,225 | 777 ₹3,58,197 | 600 ₹2,76,600 Lowest | 700 ₹3,22,700 | 700 ₹3,22,700 | 660 ₹3,04,260 | 650 ₹2,99,650 |
Tender Value
₹28.5 L
EMD Value
₹57,000
Closing Date
19 Feb 2026, 6:00 pmClosed
- GE ICG RATNAGIRI
Military Engineer Service Garrison Engineer I CG Ratnagiri SLUY Shed Plot, W19 23 MIDC Mirjole Ratnagiri 415 639
PROVISION OF CONCRETE PATH IN FRONT OF SENTRY POST AND BOULDER PITCHING TO EMBANKMENT AT KILLE VILLAGE PROVISION OF WALKWAY ALONG THE PERIPHERY OF CHILDRENS PARK AT R 53 PLOT PROVISION OF ACP FACADE TO OFFICERS MARRIED ACCOMODITION AT CGORA OF R 53
2026_MES_750176_1
8284/E8
Open Tender
Civil Works
Item Rate
180 days
Ratnagiri
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE I CG RATNAGIRI
₹57,000
Yes
7 Apr 2026
29 Jan 2026
26 Feb 2026
29 Jan 2026
19 Feb 2026
12 Feb 2026
Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/disintegrated rock complete all as specified and as directed.
Excavating in trenches not exceeding 1.5 metres wide and not exceeding 1.5 metres in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, toe walls, kerb stones etc. not exceeding 10 sqm on plan and not exceeding 1.5 metres in depth and getting out in soft/disintegrated rock complete all as specified and as directed.
Material and Labour for Moorum/red bajri filling in floors or paving, laid in layers not exceeding 15 cm thick spread, levelled and rammed including watering complete all as specified and as directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm complete all as specified and as directed.
Removing excavated material exceeding 250 metres but not exceeding 500 metres and depositing where directed at a level not exceeding 1.50 metres above the starting point complete all as specified and as directed.
Material and Labour for PCC 1:4:8 type D2 using 40 mm graded stone aggregate Cement concrete as in foundations, filling and mass-concrete all as specified and as directed.
Material and Labour for machine cut laterite stone masonry wall exceeding 10 cm in width of squared rubble, regular coursed, well bonded, bedded and solidly hearted, built in cement mortar 1:4 complete all as specified and as directed.
Material and Labour for broken stone or boulders hardcore of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed.
Material and Labour for 100mm thick PCC 1:4:8 type D2 using 40mm aggregate as in base complete all as specified and as directed.
Material and Labour for 100mm thick PCC 1:2:4 type B1 using 20mm aggregate as in sub base, base, wearing course complete all as specified and as directed.
Material and Labour for Forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade A' for 100mm thickness of concrete slab complete all as specified and as directed.
Rolling and consolidating formation surface using Hand roller 0.2 to 0.5 tonne over sloping embankment (slanting height portion) in cutting/filling complete all as specified and as directed.
Material and Labour for Boulder pitching, hand packed tightly and grouted with cement and sand mortar 1:6 including raking back, pointing the joints complete all as specified and as directed.
Material and Labour for rendering 20mm thick in cement mortar 1:4 on stone masonry surfaces or surface other than fair face of brick-work or on one side of lathing finished fair and even complete all as specified and as directed.
Material and Labour for Rendering 10mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces finished fair and even complete all as specified and as directed.
Material and Labour for preparation of new or previously untreated surfaces of brick, stone, concrete, asbestos cement or plaster surfaces of any description over 10 cm girth or width, not otherwise described with two coats of synthetic enamel paint over a coat of priming paint plaster coat complete all as specified and as directed.
Material and Labour for Non- Skid heavy duty outdoor ceramic tiles 15 to 20 mm thick (square/rectangular) area of each tile exceeding 0.02 sqm but not exceeding 0.16 sqm, combination of light and dark shade as in path, parking area etc. especially for outdoor complex having the below mentioned properties set and jointed in neat cement slurry and pointed in white or coloured cement to approved design and pattern as directed by GE complete all as specified and as directed. PROPERTIES: (i) Tolerances over dimensions: + 10% (ii) Modulus of rupture: > 30 N/Sqmm. (iii) Breaking strength > 1000 N (iv) Scratch hardness of surface: > 05 Mohs (v) Resistance to deep abrasion: maximum 175 (volume of material removed from scratch in cu.mm) (vi) Thermal shock resistance min 10 cycles. (vii) Stain resistance: min Class-1
Supply and Fixing of Aluminium composite panel (ACP) AL 33D having 3/4mm thick sheet panel with 0.3mm aluminium coil thickness aluminium alloy AA3105 of approved texture (veneered pattern) and colour by Engineer-in-charge for Interior/exterior applications such as wall claddings, partitions, sign board fixed on GI/Aluminium frame work by riveting/screwing or with bolts and nuts at 300mm Centre to Centre including filling the joints of each panel with silicone gel to match the colour of ACP panels for superior finish all along the periphery complete all as specified and as directed. Note: The rate quoted includes fabrication of GI/Aluminium frame work and fixing of ACP panels.
Material and Labour for preparation of old painted steel surfaces of any description, not exceeding 10cm in width or girth when unconnected with other painting or when painted in a different tint and applying two coats of synthetic enamel paint complete all as specified and as directed.
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