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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.2 CrAccepted-AOC | ₹14.2 Cr | L1 | Accepted-AOC Lowest Bid |
| 2 | L2₹14.3 CrRejected-Finance | ₹14.3 Cr | L2 | Rejected-Finance Higher Bid |
Tender Value
₹14.6 Cr
EMD Value
₹14.6 L
Closing Date
20 Mar 2025, 11:00 amClosed
Executive Engineer, Yingkiong Division, PWD
Office of the Executive Engineer, Yingkiong Division, PWD
Improvement of ADC HQ at Tuting Township road
2025_PWDAP_2290_1
YA/NIT/CMCSRDP/2024-25/02
Open Tender
Civil Works
730 days
Tuting township
Please refer Tender documents.
2 documents required · 2 mandatory
₹15,000
EE PWD Yingkiong
₹14.6 L
Yes
24 May 2025
13 Mar 2025
20 Mar 2025
13 Mar 2025
20 Mar 2025
13 Mar 2025
13 Mar 2025 - 20 Mar 2025
Amount
SH: CC Pavement
Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good theundulations etc. and disposal of surplus earth, lead upto 50 m.)
Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade
Plant Mix Method (Construction of granular sub base by provided close graded material,mixing in a mechanical mix plant at OMC,carriage of mixed material to work site,spreading in uniform layers with motor grade on prepared surface and compacting with vibratory power roller to achive the desire density complete as per clause 401) a. For Grading I Material
Dry LeanCement Concrete Sub-base Construction of dry lean cement concrete subbase over a prepared sub grade with coarse and fine aggregate conforming to IS 383,the size of coarse aggregate not exceeding 25mm agggregate cement ratio not to exceed 15:1,aggregate gradation after blend.
Cement Concrete Pavement Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing )
SH: RCC SLAB CULVERT (1.50M SPAN)
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. Manual Means i) Ordinary Soil
PCC 1:3:6 in Foundation Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications. RRM
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
Providing and laying of Filter media with stone boulder to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M20
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
SH: RETAINING WALL - 133.10 MTR
Excavation for Structures 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. Manual Means Ordinary Soil
PCC 1:3:6 in Foundation (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.)
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification. RRM
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification
12mm cement plaster 1:3 (1 cement : 3 fine sand)
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications.
SH: PROTECTION WALL - 133.00 MTR
Excavation for Structures 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. Manual Means Ordinary Soil
PCC 1:3:6 in Foundation (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.)
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification. RRM
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification
12mm cement plaster 1:3 (1 cement : 3 fine sand)
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications.
SH: C.C. DRAIN - 640.00 MTR
Excavation for Structures (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 and backfilling withapproved material.) I Ordinary soil A Manual Means (i) upto 3 m depth
PCC 1:3:6 in Foundation 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.
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
Furnishing and placing reinforcement/ prestresse cement concrete in Super Structure as per drawing and Technical Specification B) RCC Grade M20
12mm cement plaster 1:3(1cement:4 fine sand) on the rough side of single or half brick
Neat cement punning
SH: UTILITY DUCT
Excavation for Structures (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 and backfilling withapproved material.) I Ordinary soil A Manual Means (i) upto 3 m depth
PCC 1:3:6 in Foundation 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.
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. B) PCC Grade M20
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
Furnishing and placing reinforcement/ prestresse cement concrete in Super Structure as per drawing and Technical Specification B) RCC Grade M20
12mm cement plaster 1:3(1cement:4 fine sand) on the rough side of single or half brick
Ms Pamong Construction (BID ID -6806)
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