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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAccepted-AOC | ₹2.3 Cr | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹2.3 Cr+₹1.2 L (0.54%)Rejected-Finance NALIDARA MUNGPOO DARJEELING WEST BENGAL | JALPAIGURI | WEST BENGAL | 734001 | ₹2.3 Cr+₹1.2 L (0.54%) | L2 | Rejected-Finance Higher Rate quoted |
| Sl No | Description | Qty | Unit | Sunrise enterprises L1 | DALJYOR UNEMPLOYED ENGINEERS CO-OPERATIVE SOCIETY LTD. L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation for Structure
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work (Reference to MoRT&H's specification clause 304) | 847.08 | m3 | 186 ₹1,57,556.88 Lowest | 187.82 ₹1,59,098.57 |
| 2.00 | PCC Grade M15 Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200).
with North Bengal Variety stone aggregates | 498.06 | m3 | 7,301 ₹36,36,336.06 Lowest | 7,339.26 ₹36,55,391.84 |
| 3.00 | Plum Concrete(1:3:6)
Plain cement concrete of nominal mix (1:3:6) with coarse aggregate of which stone boulder of size 225 mm to 150mm of 60% of total dry volume to be placed in position as directed by Eng-in charge ,67% - 40 mm down single &33% - 20 mm down bazri , Coarse Sand ,Cement (53 grade) mechanically mixed in 1:3:6 of rest volume and placed in position and compacted by any means as directed including cost of shuttering.
With North Bengal Variety stone aggregates | 2,155.2 | m3 | 3,952 ₹85,17,350.4 Lowest | 3,973.4 ₹85,63,471.68 |
| 4.00 | Weep Holes
Providing Weep Holes Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia. AC Pipe, extending through the full width of the structure with slope of 1V : 20H towards drainage face complete as per Drawing and Technical Specifications (Reference to MoRT&H's Specification Clause 2706 & 2200). | 1,068 | No | 187 ₹1,99,716 Lowest | 188.64 ₹2,01,467.52 |
| 5.00 | Back filling behind abutment, wing wall and return wall complete including spriklring water and throughly compacted with plate compactor/power rammer in layers not exceeding 150mm compacted thickness as per drawing and Technical Specification (710.1.4 of IRC:78 & MoRTH's specification 2200)
With River Bed Materials | 1,610.25 | m3 | 3,318 ₹53,42,809.5 Lowest | 3,335.37 ₹53,70,779.54 |
| 6.00 | P.C.C(1:3:6)
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days (Reference to MORT&H's specification 2100). With North Bengal Variety Stone Aggregates | 7.95 | m3 | 5,867 ₹46,642.65 Lowest | 5,897.97 ₹46,888.86 |
| 7.00 | Boulder Apron Laid in Wire Crates
Providing and laying of boulder apron laid in wire crates made with 4mm dia wire dia not less than 4mm GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh Mesh size not more than 150mm (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each ( Tensile strength 300-450mpa, size of wire crates 3.0mx1.50mx1.25 m) (Reference to MORT&H's specification 2503). | 954 | m3 | 5,263 ₹50,20,902 Lowest | 5,290.5 ₹50,47,137 |
Tender Value
₹2.2 Cr
EMD Value
₹4.4 L
Closing Date
4 May 2023, 5:00 pmClosed
SE/NHC-III
O/O SE/NHC-III
Refer to BOQ
2023_MoRTH_749926_1
WBPW_Rd/SE/NHC3/eNIB01/23-24
Open Tender
Civil Works - Roads
Item Rate
180 days
Kilijhora
Refer to
6 documents required · 6 mandatory
₹10,000
Refer to tender
₹4.4 L
O/O SE/NHC-III
19 Aug 2025
20 Apr 2023
8 May 2023
20 Apr 2023
4 May 2023
25 Apr 2023
21 Apr 2023
Amount
Excavation for Structure Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work (Reference to MoRT&H's specification clause 304)
PCC Grade M15 Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200). with North Bengal Variety stone aggregates
Plum Concrete(1:3:6) Plain cement concrete of nominal mix (1:3:6) with coarse aggregate of which stone boulder of size 225 mm to 150mm of 60% of total dry volume to be placed in position as directed by Eng-in charge ,67% - 40 mm down single &33% - 20 mm down bazri , Coarse Sand ,Cement (53 grade) mechanically mixed in 1:3:6 of rest volume and placed in position and compacted by any means as directed including cost of shuttering. With North Bengal Variety stone aggregates
Weep Holes Providing Weep Holes Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia. AC Pipe, extending through the full width of the structure with slope of 1V : 20H towards drainage face complete as per Drawing and Technical Specifications (Reference to MoRT&H's Specification Clause 2706 & 2200).
Back filling behind abutment, wing wall and return wall complete including spriklring water and throughly compacted with plate compactor/power rammer in layers not exceeding 150mm compacted thickness as per drawing and Technical Specification (710.1.4 of IRC:78 & MoRTH's specification 2200) With River Bed Materials
P.C.C(1:3:6) Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days (Reference to MORT&H's specification 2100). With North Bengal Variety Stone Aggregates
Boulder Apron Laid in Wire Crates Providing and laying of boulder apron laid in wire crates made with 4mm dia wire dia not less than 4mm GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh Mesh size not more than 150mm (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each ( Tensile strength 300-450mpa, size of wire crates 3.0mx1.50mx1.25 m) (Reference to MORT&H's specification 2503).
DALJYOR UNEMPLOYED ENGINEERS CO-OPERATIVE SOCIETY LTD.
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