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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹98.0 LAccepted-AOC | L1 | Accepted-AOC LER | |
| 2 | L2₹98.1 L+₹4,058.82 (0.04%)Rejected-Finance | L2 | Rejected-Finance AER |
| Sl No | Description | Qty | Unit | V.SENTHILKUMAR CIVIL WORK CONTRACTOR L1 | ASM CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00Part I : Improvement of Neepathurai Nagarpatti Road 0/0 - 1/85 (R-160). | |||||
| 1.01 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., | 1,665 | Sq.m | 5.94 ₹9,890.1 Lowest | 5.94 ₹9,890.1 Lowest |
| 1.02 | 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 | 497.75 | Cum | 131.29 ₹65,349.6 Lowest | 131.29 ₹65,349.6 Lowest |
| 1.03Collection 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, | |||||
| 1.04 | Km 0/0 - 1/0 | 177.66 | Cum | 335.12 ₹59,537.42 Lowest | 335.12 ₹59,537.42 Lowest |
| 1.05 | Km 1/0 - 1/850 | 153 | Cum | 335.12 ₹51,273.36 Lowest | 335.12 ₹51,273.36 Lowest |
| 1.06 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 2,312.92 | Sq.m | 21.84 ₹50,514.17 Lowest | 21.84 ₹50,514.17 Lowest |
| 1.07Providing 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. | |||||
| 1.08 | Km 0/0 - 1/0 | 550.31 | Cum | 2,206.5 ₹12,14,259.02 Lowest | 2,207.8 ₹12,14,974.42 |
| 1.09 | Km 1/0 - 1/840 | 472.5 | Cum | 2,206.5 ₹10,42,571.25 Lowest | 2,207.8 ₹10,43,185.5 |
Tender Value
₹1.1 Cr
EMD Value
₹1.1 L
Closing Date
4 Jul 2025, 3:00 pmClosed
The Project Director, DRDA, Tiruvannamalai
DRDA, Tiruvannamalai
Improvement of Road from Neepathurai Nagarpatti Road 0/0 - 1/85 (R-160) with 5 Years Routine maintenance in Chengam Block of Tiruvannamalai District TVM/2025-26/70 under NABARD RIDF 2025-2026
2025_RDTN_566631_1
3585/A11/2025 Dt.02.06.2025 70
Open Tender
Civil Works - Roads
Item Rate
180 days
Chengam
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1.1 L
8 Sept 2025
10 Jun 2025
4 Jul 2025
10 Jun 2025
4 Jul 2025
10 Jun 2025
Amount
Part I : Improvement of Neepathurai Nagarpatti Road 0/0 - 1/85 (R-160).
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 gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
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 Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5
Providing and laying Tack Coat over BM surface using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5
Providing and laying Bituminous Concrete to 25/30/40 mm 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 50.30 kgs of VG30/ VG40 bitumen 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 / Pneumatic Roller 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 / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP .(using Power Roller)
Provision of 5 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.
Name Board
Provision for Hectometer Stone
Provision for Kilometer stone
Construction Minor Bridge 5.00 m x 2 Nos. at Ch. 0/260
Earthwork excavation in soft disintegrated rock not requiring blasting except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as Bailing our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for (OPEN FOUNDATION, CUT OFF WALL)UNDER ABUTMENTS & PIERS BELOW SILL LEVEL.
Collection and supply of M sand and filling in to the basement including cost and conveyance to the site and all labour charges for filling as per standard specifications
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
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)
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. (ABOVE GROUND 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 Tar Paper including labour etc complete.
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 Kraft Paper for full width of seating of deck slab and including including cost and conveyance to work site Labour for fixing the same in correct position and all other incidental charges etc., complte.
Providing and fixing seepage pipes of 100 mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900 mm. Dia. Semi spherical back fill arrangements with 100 mm. size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill IN BETWEEN THE ABUTMENTS AND RETURNS.
Towards the charges for routline maintenance of the road work executed under PMGSY 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 IRC-SP-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 carriageway width of 3.00m & 3.75m
For the First Year from the date of completion of work
For the Second Year from the date of cpmpletion 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 Works. {GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
ASM CONSTRUCTION (BID ID -1388000)
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