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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr Quoted ₹93.0 L | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹93.0 LRejected-Finance | ₹93.0 L | L2 | Rejected-Finance Rejected |
| 3 | L3₹93.9 LRejected-Finance | ₹93.9 L | L3 | Rejected-Finance Rejected |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically not qualified |
Tender Value
₹93.0 L
EMD Value
₹93,000
Closing Date
27 Jan 2026, 5:00 pmClosed
Executive Engineer,Central Tender Cell
UG Floor,Icomc Tower,Satya Nagar
Construction of CC Road at Sasan Padia, Basistha Nagar and Hata Sahi, Old Town in Ward No. 60
2026_ORULB_124453_2
BMC-EE-Tender Cell-60/2025-26 dt. 09.01.2026
Open Tender
Civil Works - Roads
120 days
BMC AREA
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹93,000
Yes
Office chamber of the EE,Central Tender Cell
5 Jun 2026
13 Jan 2026
28 Jan 2026
13 Jan 2026
27 Jan 2026
13 Jan 2026
13 Jan 2026 - 19 Jan 2026
19 Jan 2026
Dismantlling and removing cement concrete including stacking the useful materials for re-use and removing the debries within 50mtr lead. (Data for 1 Cum)
Earth work in hard soil or gravelly soil within 50m initial lead & 1.5m initial llift including rough dressing & levelling the bed with all cost labour T&P etc complete
Supply and filling in foundation and plinth with river sand, in layers including watering, with cost, conveyance, royalties, and taxes of all materials, cost of all labour, carriage of water, sundries T & p required for the work etc all complete as per the specification & direction of E-I-C
PCC in prop. (1:4:8) in foundation and bed using 4 cm size h.g C.B metal of approved quality and approved quarry including hoisting, lowering, laying concrete and compacting the same to required level, with compaction, watering and curing including cost, conveyance, royalties and taxes of all materials with cost of all labours, sundries and T & p such as hire charges of concrete mixer, concrete vibrator required for the work etc complete as per the specification and direction of EI-C
RCC M-20 using 12 mm & 20 mm size c.b.h.g chips of approved quality from approved quarry including hoisting, lowering and laying concrete, watering & curing, finishing the exposed surface smooth, providing grooves or beads where necessary including cost, conveyance, royalties, taxes of all materials and cost of all labour T & P, such as concrete mixer, concrete vibrator etc all complete as per the specification and direction of Engineer-in-charge.
CC M-25 using 12 mm & 20 mm size c.b.h.g chips of approved quality from approved quarry including hoisting, lowering and laying concrete, watering & curing, finishing the exposed surface smooth, providing grooves or beads where necessary including cost, conveyance, royalties, taxes of all materials and cost of all labour T & P, such as concrete mixer, concrete vibrator etc all complete as per the specification and direction of Engineer-in-charge.
Rigid smooth centering and shuttering for RCC or CC work including false works, supplying of centering materials, its hire charges, cost of labour T & P and dismentalling after casting the concrete etc all complete as per direction of E-I-C
Providing 6 mm thick cement plaster in CM (1:4) with neat cement punning over RCC surface finished smooth to the walls, watering & curing the same including cost, coveyance, royalties, taxes of all materials and cost of all labour T & p, sundries etc all complete as per the specification and direction of Engineer-in-charge.
Cutting, straightening, coiled on bent up MS rod or tor steel, welding or jointing if necessary including bending, binding, tying the steel rod as required for RCC work including hoisting, lowering and placing in proper position according to approved design and drawing, including cost, conveyance, loading, unloading, taxes of MS rod or tor steel of binding wires of 18 to 20 gauge required for the works and cost of all labour and sundries T & P and scafolding all complete a per the specification and direction of E-I-C
Carriage of Excavated earth by mechanical means within 5 km lead including loading and unloading with all cost conveyance T & P sundries etc complete as per direction of Engineer- in-charge.
Cleaning the existing B.T. surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and or compressed air to receive bituminous.
Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60Kg/M2 using mechanical means as per clause 502 of MoSRT&H specification for road & bridge work (4th revision)
Providind and laying "BITUMINOUS MACADAM" with hot mix plant using crushed aggregates of specified grading premixed with Bituminous binder of 60/70 penetration grade of bitumen transportred to site laid over a previously prepared surface with a hydrostatic paver finisher with mechanical control to the required grade level and alignment and rolling with smooth wheeled vibrating and tandem rollers to achieve the desired compaction as per clause 504 of MoSRT&H specification for Road & Bridge works
Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen transporting the hot mix to work site laying with a hydro static paver finisher with mechanical control to the required grade, level and alignment rolling with smooth wheeled vibratory and tendem rollers to achieve the desired compaction as per clause 508 of MoSRT&H specification for road & bridge work.
Providing and laying of hot applied thermoplastic compound 2.5mm thick including rafleat rising glass beads @ 250gms per sqmt area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC-35. The finished surface to be level, uniform and free from streaks and holes etc complete.
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