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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹95.9 LAccepted-AOC | ₹95.9 L | L1 | Accepted-AOC L1 Tenderer |
| 2 | L2₹96.5 L+₹61,516.17 (0.64%)Rejected-Finance | ₹96.5 L+₹61,516.17 (0.64%) | L2 | Rejected-Finance L2 Tenderer |
| 3 | L3₹97.7 L+₹1.8 L (1.90%)Rejected-Finance | ₹97.7 L+₹1.8 L (1.90%) | L3 | Rejected-Finance L3 Tenderer |
| 4 | L4₹98.0 L+₹2.1 L (2.17%)Rejected-Finance | ₹98.0 L+₹2.1 L (2.17%) | L4 | Rejected-Finance L4 Tenderer |
| 5 | L5₹1.0 Cr+₹8.5 L (8.85%)Rejected-Finance | ₹1.0 Cr+₹8.5 L (8.85%) | L5 | Rejected-Finance L5 Tenderer |
| Sl No | Description | Qty | Unit | P.MADHANKUMAR L2 | BHARATHI L5 | S.Radhakrishnan L3 | M/S.LAKSHMI CONSTRUCTION L6 | K.A.SENGUTUVAN L1 | M/S.DEEPAM CONSTRUCTIONS L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Clearing the Scrub jungle including all labour charges for burrying and burning etc., | |||||||||
| 2.00 | ch in km 0/0-1/744 | 1,255.68 | Sqm | 6 ₹7,534.08 | 6 ₹7,534.08 | 5 ₹6,278.4 Lowest | 7 ₹8,789.76 | 6 ₹7,534.08 | 6 ₹7,534.08 |
| 3.00Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | |||||||||
| 4.00 | ch in km 0/0-1/744 | 1,608.75 | Sqm | 20 ₹32,175 Lowest | 23 ₹37,001.25 | 20 ₹32,175 Lowest | 25 ₹40,218.75 | 23 ₹37,001.25 | 22 ₹35,392.5 |
| 5.00Earth 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 | |||||||||
| 6.00 | ch in km 0/0-1/744 | 623.13 | Cum | 140 ₹87,238.2 | 140 ₹87,238.2 | 132 ₹82,253.16 Lowest | 143 ₹89,107.59 | 140 ₹87,238.2 | 132 ₹82,253.16 Lowest |
| 7.00Providing 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 | |||||||||
| 8.00 | ch in km 0/0-1/000 | 225 | Cum | 450 ₹1,01,250 Lowest | 499 ₹1,12,275 | 469 ₹1,05,525 | 510 ₹1,14,750 | 520 ₹1,17,000 | 469 ₹1,05,525 |
| 9.00 | ch in km 1/000-1/744 | 164.45 | Cum | 450 ₹74,002.5 Lowest | 511 ₹84,033.95 | 480 ₹78,936 | 520 ₹85,514 | 520 ₹85,514 | 479 ₹78,771.55 |
| 10.00Providing 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. | |||||||||
Tender Value
₹1.1 Cr
EMD Value
₹1.1 L
Closing Date
3 Sept 2025, 3:00 pmClosed
The Project Director, DRDA, Chengalpattu
O/o The Project Director, DRDA, Chengalpattu
Strenthening of C.W Road to Nemam Athivakkam Road Km 0 0 to 1 744 at Athivakkam Panchayat in Acharapakkam Block of Chengalpattu District Under MGSMT 2025 26 Phase III Having PKG No.03
2025_RDTN_594362_1
DIPR.No.4437/Tender/2025 dt.18.08.2025
Open Tender
Civil Works - Roads
Item Rate
180 days
Acharapakkam
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹1.1 L
O/o The Project Director, DRDA, Chengalpattu
16 Oct 2025
18 Aug 2025
3 Sept 2025
18 Aug 2025
3 Sept 2025
18 Aug 2025
25 Aug 2025
Amount
Clearing the Scrub jungle including all labour charges for burrying and burning etc.,
ch in km 0/0-1/744
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m
ch in km 0/0-1/744
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
ch in km 0/0-1/744
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
ch in km 0/0-1/000
ch in km 1/000-1/744
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.
ch in km 0/0-1/744
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
ch in km 0/0-1/744
Providing and laying 50mm consolidated thick bituminous macadam using 0.20 cum fo 26.50-13.20mm, 0.43 cum of 13.20-2.36mm and 0.08 cum of 2.36mm & below size IRC metal with 34.04 Kgs of VG30/ VG40 bitumen and 2.96kg of waste plastic 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 50mm 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.(Bituminous Macadam 50mm thick Using Vibratory Roller( ( Using Plastic Waste)
ch in km 0/0-1/744
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( Vibratory Roller)
ch in km 0/0-1/744
Speed Braker
Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes etc., complete as per MoRT&H specification No.803
ch in km 0/0-1/744
Provision for Kilometer stone
Provision for Hectometer Stone
Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (with definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 -09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 . ( as per MoRT&H Specification No.801) 60 cm equilateral triangle
Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B
culvert @ ch 1257
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
culvert @ ch 1257
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
culvert @ ch 1257
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
culvert @ ch 1257
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
culvert @ ch 1257 Bodywall
culvert @ ch 1257 Bed Block
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
culvert @ ch 1257
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)
culvert @ ch 1257
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)
culvert @ ch 1257
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
culvert @ ch 1257
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
culvert @ ch 1257
Providing and fixing Tar Paper including labour etc complete.
culvert @ ch 1257
Providing and fixing weepholes of 100 mm dia. PVC pipes of required lengths including cost and conveyance of all materials to work site, cost and labour etc complete
culvert @ ch 1257
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,
culvert @ ch 1257
collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site and labour charges etc.
Diversion culvert @ ch 1257
Plant Mix Method : Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
Diversion culvert @ ch 1257
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
GST Amount for providing Service to Government Contract Works for the above Construction 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}
P.MADHANKUMAR (BID ID -1445903)
S.Radhakrishnan (BID ID -1445458)
M/S.DEEPAM CONSTRUCTIONS (BID ID -1448286)
BHARATHI (BID ID -1447499)
M/S.LAKSHMI CONSTRUCTION (BID ID -1447585)
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