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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC | ₹3.4 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical 8 3 110 EDAPPADI KARUPATTI SALEM | SALEM | SALEM | TAMIL NADU | - | - | Rejected-Technical highest |
| 3 | Rejected-Technical | - | - | Rejected-Technical highest |
| Sl No | Description | Qty | Unit | P THANGAVEL L2 | VPS Contractor L3 | SENGUTTUVAN CONSTRUCTION L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work open excavation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc., as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications. | 45 | M3 | 131 ₹5,895 Lowest | 140 ₹6,300 | 197 ₹8,865 |
| 2.00 | Plain Cement Concrete 1:4:8 Mix (one Part of cement, four Part of M- Sand and Eight Part of aggrigate) using 40 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO : 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. | 20.5 | M3 | 5,639 ₹1,15,599.5 | 5,700 ₹1,16,850 | 5,400 ₹1,10,700 Lowest |
| 3.00 | Supplying and errecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using 90cm x 60cm and B.G 10stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm spread at about 90cm including all labour charges and cost and conveyance of all materials to site etc. complete complying with standard specification. TNDSS NO: 30&86 | 65 | M2 | 489 ₹31,785 | 500 ₹32,500 | 450 ₹29,250 Lowest |
| 4.00 | Plain Cement Concrete 1:2:4 Mix (one Part of cement, two Part of M- Sand and four Part of aggrigate) using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. | 5 | M3 | 7,028 ₹35,140 | 7,100 ₹35,500 | 6,900 ₹34,500 Lowest |
| 5.00 | Plain Cement Concrete 1:1.5:3 (One part of Cement, one and half part of Crushed Sand (M- Sand), three coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 19.5 | M3 | 7,633 ₹1,48,843.5 | 7,700 ₹1,50,150 | 7,400 ₹1,44,300 Lowest |
| 6.00 | Providing Bitumen Pad for Expansion joint including cost and conveyance of all other labour and material charges to site etc., complete. | 4 | m2 | 479 ₹1,916 | 500 ₹2,000 | 10 ₹40 Lowest |
| 7.00 | Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone Sand (M- Sand), but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - | 0.8 | M3 | 8,747 ₹6,997.6 | 8,800 ₹7,040 | 100 ₹80 Lowest |
| 8.00 | Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors. | 72 | Kg | 91 ₹6,552 Lowest | 100 ₹7,200 | 92 ₹6,624 |
| 9.00 | Supplying and filling in foundation and basement with Well Gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 11 | M3 | 268 ₹2,948 Lowest | 300 ₹3,300 | 500 ₹5,500 |
Tender Value
Refer Docs
EMD Value
₹8,600
Closing Date
19 Jun 2026, 3:00 pmClosed
Executive officer
Executive officer Konganapuram Town panchayat Idappadi Main Road Konganapuram
Formation of CC Road at ward No.6 Morampukaatu in Konganapuram Town Panchayat
2026_DTP_680339_1
37/2026
Open Tender
Civil Works - Roads
Works
Konganapuram
As per Norms
1 document required · 1 mandatory
₹0
₹8,600
24 Aug 2026
11 Jun 2026
19 Jun 2026
11 Jun 2026
19 Jun 2026
11 Jun 2026
11 Jun 2026 - 19 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work open excavation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc., as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications. | 45 | M3 | - | - |
| 2 | Plain Cement Concrete 1:4:8 Mix (one Part of cement, four Part of M- Sand and Eight Part of aggrigate) using 40 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO : 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. | 20.5 | M3 | - | - |
| 3 | Supplying and errecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using 90cm x 60cm and B.G 10stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm spread at about 90cm including all labour charges and cost and conveyance of all materials to site etc. complete complying with standard specification. TNDSS NO: 30&86 | 65 | M2 | - | - |
| 4 | Plain Cement Concrete 1:2:4 Mix (one Part of cement, two Part of M- Sand and four Part of aggrigate) using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. | 5 | M3 | - | - |
| 5 | Plain Cement Concrete 1:1.5:3 (One part of Cement, one and half part of Crushed Sand (M- Sand), three coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 19.5 | M3 | - | - |
| 6 | Providing Bitumen Pad for Expansion joint including cost and conveyance of all other labour and material charges to site etc., complete. | 4 | m2 | - | - |
| 7 | Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone Sand (M- Sand), but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - | 0.8 | M3 | - | - |
| 8 | Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors. | 72 | Kg | - | - |
| 9 | Supplying and filling in foundation and basement with Well Gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 11 | M3 | - | - |
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