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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.5 LAccepted-AOC | ₹64.5 L | L1 | Accepted-AOC L1 Tenderer |
| 2 | L2₹65.2 L+₹65,540.21 (1.02%)Rejected-Finance | ₹65.2 L+₹65,540.21 (1.02%) | L2 | Rejected-Finance L2 Tenderer |
| 3 | L3₹67.3 L+₹2.8 L (4.34%)Rejected-Finance | ₹67.3 L+₹2.8 L (4.34%) | L3 | Rejected-Finance L3 Tenderer |
| 4 | L4₹69.6 L+₹5.1 L (7.83%)Rejected-Finance | ₹69.6 L+₹5.1 L (7.83%) | L4 | Rejected-Finance L4 Tenderer |
| 5 | L5₹71.9 L+₹7.4 L (11.4%)Rejected-Finance | ₹71.9 L+₹7.4 L (11.4%) | L5 | Rejected-Finance L5 Tenderer |
| Sl No | Description | Qty | Unit | raghavaconstruction L5 | DEEPAM CONSTRUCTIONS L2 | V.DHEENATHAYALAN L3 | M/S.KCP CONSTRUCTIONS L1 | N.Sriramulu L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., | 941.4 | Sqm | 6.36 ₹5,987.3 | 5.7 ₹5,365.98 | 5.95 ₹5,601.33 | 5.65 ₹5,318.91 Lowest | 6 ₹5,648.4 |
| 2.00 | Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting side drain etc, complete. as per SS20 A | 216.52 | Cum | 140.45 ₹30,410.23 | 126.4 ₹27,368.13 Lowest | 131.3 ₹28,429.08 | 128 ₹27,714.56 | 136 ₹29,446.72 |
| 3.00 | collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc. | 177.12 | Cum | 147.02 ₹26,040.18 | 132 ₹23,379.84 | 137.45 ₹24,345.14 | 130.85 ₹23,176.15 Lowest | 135 ₹23,911.2 |
| 4.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 1,558 | Sqm | 23.36 ₹36,394.88 | 21 ₹32,718 | 21.85 ₹34,042.3 | 20.8 ₹32,406.4 Lowest | 23 ₹35,834 |
| 5.00 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | 230.86 | Cum | 2,394.49 ₹5,52,791.96 | 2,155 ₹4,97,503.3 | 2,238.85 ₹5,16,860.91 | 2,131.1 ₹4,91,985.75 Lowest | 2,317 ₹5,34,902.62 |
| 6.00 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. | 1,761.07 | Sqm | 85.94 ₹1,51,346.36 | 77.3 ₹1,36,130.71 | 80.35 ₹1,41,501.97 | 76.5 ₹1,34,721.86 Lowest | 83 ₹1,46,168.81 |
| 7.00 | Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 34.04 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 | 230.98 | Cum | 8,719.11 ₹20,13,940.03 | 7,847 ₹18,12,500.06 | 8,152.35 ₹18,83,029.8 | 7,760 ₹17,92,404.8 Lowest | 8,435 ₹19,48,316.3 |
| 8.00 | Providing and laying Tack coat over BM surface using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., | 4,672.5 | Sqm | 20.03 ₹93,590.18 | 18 ₹84,105 | 18.7 ₹87,375.75 | 17.8 ₹83,170.5 Lowest | 19.2 ₹89,712 |
| 9.00 | Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 46.28kgs of VG30 bitumen and 4.02Kgs of Waste Plastic (6%) for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 | 116.81 | Cum | 11,228.63 ₹13,11,616.27 | 10,105 ₹11,80,365.05 | 10,498.75 ₹12,26,358.99 | 9,993.5 ₹11,67,340.74 Lowest | 10,870 ₹12,69,724.7 |
| 10.00 | Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 46.28kgs of VG30 bitumen and 4.02Kgs of Waste Plastic (6%) for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 | 1.71 | Cum | 11,228.63 ₹19,200.96 | 10,105 ₹17,279.55 | 10,498.75 ₹17,952.86 | 9,993.5 ₹17,088.89 Lowest | 10,870 ₹18,587.7 |
Tender Value
₹77.2 L
EMD Value
₹78,000
Closing Date
20 Feb 2026, 3:00 pmClosed
The Project Director, DRDA, Chengalpattu
O/o The Project Director, DRDA, Chengalpattu
Strengthening of Periyavelikadu Village to Ariyanur Road 0 0 to 1 246 in Periyavelikadu Village Panchayat in Lathur Panchayat union of Chengalpattu District under NABARD RIDF 2026 27 Package No.02
2026_RDTN_656082_1
Rc.No.5734/2024/A13 dt.12.02.2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Lathur
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹78,000
13 Mar 2026
13 Feb 2026
20 Feb 2026
13 Feb 2026
20 Feb 2026
13 Feb 2026
Clearing the Scrub jungle including all labour charges for burrying and burning etc.,
Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting side drain etc, complete. as per SS20 A
collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc.
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 34.04 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5
Providing and laying Tack coat over BM surface using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,
Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 46.28kgs of VG30 bitumen and 4.02Kgs of Waste Plastic (6%) for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 46.28kgs of VG30 bitumen and 4.02Kgs of Waste Plastic (6%) for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction
Providing and fixing of Sign Boards retro reflectorised Cautionary Mandatory and Informatory sign as per IRC :67-2010) made of high intensity grade sheeting vide clause 801.3 fixed over aluminum sheeting 1.5mm thick fixed on back supporting frame and supported on a mild steel single angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45x45x60cm, 60 cm below ground level asper approved drawing
Provision for Kilometer stone
Provision for Hectometer Stone
Construction of 1.5m RCC Slab Culvert 2 Nos at Ch Km 0/0-0/707 and 0/873
Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting side drain etc, complete. as per SS20 B
Supply of M sand and filling in to the foundation including cost and conveyance to the siteand all labour charges for filling as per standard speecifications
Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum
Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum
Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum
Superstructure
Bedblock
Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for 10 cum
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete. (BELOW GROUND LEVEL)
Sill Level
Above Sill Level
Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length, bending to shape and tying in position and forming grills for all R.C.C works
Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
Providing and fixing Tar Paper including labour etc complete.
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Towards the charges for routline maintenance of the road work executed under NABARD RIDF XXXI Tranche -2025-26 including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRCSP- 20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost For the First Year from the date of completion of work
For the First Year from the date of completion of work
For the Second Year from the date of completion of work
For the Third Year from the date of completion of work
For the Fourth Year from the date of completion of work
For the Fifth Year from the date of completion of work
GST Amount for providing Service to Government Contract Works for the above Construction & maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (for Construction & maintenance) above this row in column "BB" for all works in this package}
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