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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC | ₹1.3 Cr | L1 | Accepted-AOC Accept |
| 2 | L2₹1.3 CrRejected-Finance | ₹1.3 Cr | L2 | Rejected-Finance Reject |
| 3 | Rejected-Technical | - | - | Rejected-Technical Reject |
| Sl No | Description | Qty | Unit | MJD CONSTRUCTION AND ENGINEERING CONTRACTORS P LTD L2 | T. GEORGE STEPHEN L1 |
|---|---|---|---|---|---|
| 1.00 | Picking the existing surface 3 to 5 cm deep removal of picked up staff to the side berms and using the useful metal to the road hand packing to camber sectioning levelling etc.,complete as per including labour charges for picking and other tools and plants etc., complete as per standard specifications. 404 of MORTH | 2,665 | Sq.m (One Square Metre) | 20 ₹53,300 | 22 ₹58,630 |
| 2.00 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH | 344 | Cu.m (One Cubic Metre) | 2,450 ₹8.4 L | 2,330 ₹8.0 L |
| 3.00 | Providing and laying Prime Coat over WBM/ WMM Surface using 7Kg of Emulsion Bitumen (SSI) 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 | 3,435 | Sq.m (One Square Metre) | 60 ₹2.1 L | 80 ₹2.7 L |
| 4.00 | Providing and laying Tack Coat over WBM/ WMM Surface (treated with primer) 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 | 3,435 | Sq.m (One Square Metre) | 25 ₹85,875 | 18 ₹61,830 |
| 5.00 | Providing and laying 50 mm consolidated thick Dense Bituminous Macadam using 0.24 m³ of 26.50- 13.20 mm, 0..25 m³ of 13.20-2.36 mm and 0.23 m³ of 2.36 mm & below and with 53.20 Kgs of VG30 / VG40 bitumen for premixing per 10 m² 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 work Site, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc, including labour for attending to paver at site etc, including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks, Paver Finisher / 9 m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc complete. using CMP Clause 505 MORTH Rev- 5 | 172 | Cu.m (One Cubic Metre) | 10,800 ₹18.6 L | 10,330 ₹17.8 L |
| 6.00 | Providing and laying Bituminous Concrete 30 -40 mm thick using 0.13 m³ of 19.00-9.50 mm, 0.17 m³ of 9.50-2.36 mm and 0.26 m³ of 2.36 and below with 50.30 Kgs of VG 30 / VG 40 bitumen for premixing per 10 m² including cost and conveyance of all materials to CMP site, te, 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 40 mm 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 ton CMP with bitumen boiler, tipper trucks, Paver Finisher /6 m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc complete. using CMP Clause 507 of MORTH Rev-5. | 104 | Cu.m (One Cubic Metre) | 12,500 ₹13 L | 10,840 ₹11.3 L |
| 7.00 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc complete. | 95 | Cu.m (One Cubic Metre) | 120 ₹11,400 | 131 ₹12,445 |
| 8.00 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers -Mixing by mechanical means | 648 | Cu.m (One Cubic Metre) | 5,530 ₹35.8 L | 5,180 ₹33.6 L |
| 9.00 | Supplying and erecting centering to sides and soffits including supports and strutting with necessary centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS NO: 30 & 86 | 708 | Sq.m (One Square Metre) | 380 ₹2.7 L | 312 ₹2.2 L |
| 10.00 | Cement concrete 1:2:4 (one part of cement two part of sand and four part of aggregates) using machine broken granite jelly of 20 mm size for all cement concrete works excluding cost of centering shuttering strutting and also cost of reinforcement grill in position but including laying vibrating with mechanical vibrators using finishing etc complete, as directed by the departmental officers etc complete complying with standard specification. TNDSS No:30 | 107 | Cu.m (One Cubic Metre) | 6,800 ₹7.3 L | 6,650 ₹7.1 L |
Tender Value
₹1.6 Cr
EMD Value
₹1.6 L
Closing Date
28 Jan 2026, 3:00 pmClosed
EXECUTIVE OFFICER
EXECUTIVE OFFICER VALVACHAGOSTAM TOWN PANCHAYAT
Improvement of BT road from Aladivilai Fourway road, Alathurai Jn to Kondankuzhi road, Poolanvilai to Kandamankottukulam road, Kottravilai to Mothinankuzhivilai road and Providing Cement concrete road at Pilavilai to Railway track road
2026_DTP_642218_1
06/2026/A1
Open Tender
Civil Works
90 days
VALVACHAGOSTAM TOWN PANCHAYAT
AS PER TENDERNOTICE
2 documents required · 2 mandatory
₹0
₹1.6 L
Yes
31 Jan 2026
12 Jan 2026
28 Jan 2026
12 Jan 2026
28 Jan 2026
12 Jan 2026
12 Jan 2026 - 28 Jan 2026
Picking the existing surface 3 to 5 cm deep removal of picked up staff to the side berms and using the useful metal to the road hand packing to camber sectioning levelling etc.,complete as per including labour charges for picking and other tools and plants etc., complete as per standard specifications. 404 of MORTH
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH
Providing and laying Prime Coat over WBM/ WMM Surface using 7Kg of Emulsion Bitumen (SSI) 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 WBM/ WMM Surface (treated with primer) 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 50 mm consolidated thick Dense Bituminous Macadam using 0.24 m³ of 26.50- 13.20 mm, 0..25 m³ of 13.20-2.36 mm and 0.23 m³ of 2.36 mm & below and with 53.20 Kgs of VG30 / VG40 bitumen for premixing per 10 m² 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 work Site, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc, including labour for attending to paver at site etc, including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks, Paver Finisher / 9 m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc complete. using CMP Clause 505 MORTH Rev- 5
Providing and laying Bituminous Concrete 30 -40 mm thick using 0.13 m³ of 19.00-9.50 mm, 0.17 m³ of 9.50-2.36 mm and 0.26 m³ of 2.36 and below with 50.30 Kgs of VG 30 / VG 40 bitumen for premixing per 10 m² including cost and conveyance of all materials to CMP site, te, 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 40 mm 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 ton CMP with bitumen boiler, tipper trucks, Paver Finisher /6 m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc complete. using CMP Clause 507 of MORTH Rev-5.
Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc complete.
Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers -Mixing by mechanical means
Supplying and erecting centering to sides and soffits including supports and strutting with necessary centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS NO: 30 & 86
Cement concrete 1:2:4 (one part of cement two part of sand and four part of aggregates) using machine broken granite jelly of 20 mm size for all cement concrete works excluding cost of centering shuttering strutting and also cost of reinforcement grill in position but including laying vibrating with mechanical vibrators using finishing etc complete, as directed by the departmental officers etc complete complying with standard specification. TNDSS No:30
Plain Cement concrete 1:1½:3 (one part of cement one and a half part of sand and three part of aggregates) using 20 mm for wearing coat including laying, compacting, finishing and curing etc., complete as per standard specifications and as directed by the departmental officers. - Mixing by mechanical means
Providing and fixing bitumen tar pad including cost and conveyance of expansion joints, shallimar pad and jointing seal lands and fixing them in position etc. complete as per standard specification as directed by Engineer in charge.
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