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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Finance | ₹1.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.0 CrAdmitted-Finance | ₹2.0 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s R.R.R. Enterprise L2 | M/S G H ENTERPRISES L1 |
|---|---|---|---|---|---|
| 1.00SH:CC Pavement | |||||
| 1.01 | Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.) | 784.35 | Cum | 11,935 ₹93.6 L | 11,635 ₹91.3 L |
| 1.02 | 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 | 522.9 | Cum | 16,172 ₹84.6 L | 16,172 ₹84.6 L |
| 2.00(SH:PCC Drain) | |||||
| 2.01Excavation 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 with approved material.)Ordinary soil | |||||
| 2.02 | (A)Manual Means(i)upto 3 m depth | 166.5 | Cum | 290 ₹48,285 | 290 ₹48,285 |
| 2.03 | 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.) | 133 | Cum | 13,243 ₹17.6 L | 13,234 ₹17.6 L |
| 2.04 | Pastering with cement motor 1:6 (1: cement : 6fine sand) | 330 | Sqm | 215 ₹70,950 | 215 ₹70,950 |
Tender Value
Refer Docs
EMD Value
₹2.0 L
Closing Date
23 Mar 2026, 12:00 pmClosed
Executive Engineer
O/o EE PWD Daporijo,Division
C/o CC road
2026_PWDAP_3107_1
DD/NIT/RE/2025-26/29
Open Tender
Civil Works – Roads
365 days
Chetam
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
EE PWD Daporijo Division
₹2.0 L
Daporijo
23 Mar 2026
16 Mar 2026
23 Mar 2026
16 Mar 2026
23 Mar 2026
16 Mar 2026
21 Mar 2026
SH:CC Pavement
Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)
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:PCC Drain)
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 with approved material.)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.)
Pastering with cement motor 1:6 (1: cement : 6fine sand)
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