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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H8₹42.0 L−₹3.8 L (8.36%)Accepted-AOC VILL P O MANKAR DIST BARDHAMAN PIN 713144 | MANKAR | BARDHAMAN | WEST BENGAL | 713144 | ₹42.0 L−₹3.8 L (8.36%) | H8 | Accepted-AOC Contact awarded to M/s Anima Enterprises being LI |
| 2 | H1₹45.9 LRejected-Finance | ₹45.9 L | H1 | Rejected-Finance HIGHER RATE QUOTED THEN LI |
| 3 | H2₹45.9 L−₹2,013.67 (0.04%)Rejected-Finance VILL PO KOTA VIA PANAGARH BAZAR DIST BURDWAN WB PIN 713148 | BURDWAN | BURDWAN | WEST BENGAL | 713148 | ₹45.9 L−₹2,013.67 (0.04%) | H2 | Rejected-Finance HIGHER RATE QUOTED THEN LI |
| 4 | H3₹44.7 L−₹1.2 L (2.52%)Rejected-Finance 26M NEEM SARAI DHOOMANGANJ PRAYAGRAJ 211011 | PRAYAGRAJ | UTTAR PRADESH | 211011 | ₹44.7 L−₹1.2 L (2.52%) | H3 | Rejected-Finance HIGHER RATE QUOTED THEN LI |
| 5 | H4₹44.3 L−₹1.6 L (3.54%)Rejected-Finance | ₹44.3 L−₹1.6 L (3.54%) | H4 | Rejected-Finance HIGHER RATE QUOTED THEN LI |
Tender Value
₹44.1 L
EMD Value
₹88,200
Closing Date
13 Jun 2025, 6:00 pmClosed
GE PANAGARH
Garrison Engineer Panagarh, Military Engineer Services, PO-Panagarh, Dist Burdwan, West Bengal , Pin-713420
All as per BOQ
2025_MES_708702_1
8500-307/E8
Open Tender
Civil Works
Works
180 days
PNNAGRAH
As per tender documents
6 documents required · 6 mandatory
₹500
GE PANAGARH
₹88,200
9 Jul 2025
17 May 2025
14 Jun 2025
17 May 2025
13 Jun 2025
30 May 2025
Amount
Excavating over areas, n exc 1.5 m deep and getting out in soft/loose soil complete all as specified and directed.
Rolling and consolidating formation surfaces in cutting with power roller exc 8 tonne and n.exc 12 tonne complete all as specified and as directed.
M&L for 400 mm thick (compacted) in four layers of each 100mm thick in pavings, with mix of fly ash, clinker & stone dust in the proportion of 1:3:6 (ie 10% fly ash, 30% clinker and 60% stone dust ) laying in layers n. exc 10cm thick, watering, ramming and compacted with hand/power roller 8 to 12 tonn roller to required camber and gradient complete all as directed by Engineer-in-Charge.
M&L for soling (or sub base) with broken boulders or quarried stone,spread thickness 150mm thick , interstic filled, surface formed and each layer rolled seperataly with 8 to 12 Tonne power roller and consolidated to required gradient and camber
M & L 150 mm thick (compacted thickness) WBM with granite trap or basalt in two layers of each 75mm thick WBM, with coarse aggregate of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size) spread rolled and consolidated to gradient and camber required complete all as specified and as directed.
M&L 100mm thick PCC 1:4:8 type D2 using 40mm graded crushed stone aggregate as in hardstanding laid in panels with and including use and waste of formwork and to divide the area in panels and finishing the surface rough to receive the next layer complete all as specified and directed.
M&L 100 mm thick PCC 1:2:4 type B1 using 20mm graded crushed stone aggregate as in hardstanding laid in panels with and including use and waste of formwork and to divide the area in panels and finishing the surface fair and even complete all as specified and directed.
M & L for Forming 12 mm thick Expansion joints for 100mm thick slab filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘B’ complete all as specified and directed.
M&Lfor forming contraction (Dummy) joints 30mm deep and 10mm wide filled with sealing compound Gde 'A' complete all as specified and directed.
M&L for forming construction joint 100mm deep x 10mm wide filled with sealing compound, Grade 'B' for 100mm thick slab complete all as specified and as directed.
M&L for Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified as directed.
Removing excavated soil n. exc. 50m and depositing where directed at a level n. exc. 1.5m above the starting point all as specified and directed.
NATIONAL CONSTRUCTION CO (BID ID -3315430)
BHARAT CONSTRUCTION (BID ID -3314022)
M/s sadhan kumar mukherjee (BID ID -3313961)
M/S JOYGURU ENTERPRISE (BID ID -3313941)
KAZI SAHABUL ALAM (BID ID -3313478)
S.P.S. SUPPLIERS (BID ID -3313473)
ANIMA ENTERPRISE (BID ID -3312696)
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