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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.5 LAccepted-AOC | ₹1.5 L | 1 | Accepted-AOC accepted |
| 2 | Rejected-Technical | - | - | Rejected-Technical - |
| 3 | Rejected-Technical | - | - | Rejected-Technical - |
| Sl No | Description | Qty | Unit | ADHANVAN ENGINEERING SERVI E L3 | ADR CONSTRUCTIONS L2 | S.K.BUILDERS and FLAT PROMOTERS 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. | 22.8 | m3 | 200 ₹4,560 | 197 ₹4,491.6 | 125 ₹2,850 Lowest |
| 2.00 | Plain Cement Concrete 1:4:8 Mix (one part cement, four part Crushed Stone 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. | 3.62 | m3 | 5,450 ₹19,729 | 5,400 ₹19,548 | 4,400 ₹15,928 Lowest |
| 3.00 | Supplying and Errecting Steel centering for sides and soffits including supports and strutting upto 3.00 M height for Retaing wall, SWD wall sies etc; with all cross bracibngs using mild steel sheets of size 90cmx60 cmx 10 gauge stiffend with welded mils dteel angels of size 25mmx25mmx6mm for boarding laid over silver oak (country wood) joists of size 10 cmx6.5 spaced at about 90 cm centre to centre and supported by casurina props of 10 cm to 13 cm dia spaced at 75 cm centre to centre etc; complete. | 81.6 | m2 | 500 ₹40,800 | 486 ₹39,657.6 | 190 ₹15,504 Lowest |
| 4.00 | Plain Cement Concrete 1:2:4 Mix (one part cement, two part Crushed Stone Sand and four part of aggrigate) using 20 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. | 12.96 | m3 | 6,720 ₹87,091.2 | 6,697 ₹86,793.12 | 5,500 ₹71,280 Lowest |
| 5.00 | Providing granolithic floor finish of 25mm thickness with plain cement concrete 1:2:4 (One Cement, Two crushed sand (M-Sand) and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers) | 12 | m2 | 165 ₹1,980 | 160 ₹1,920 Lowest | 280 ₹3,360 |
| 6.00 | 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. | 237.6 | kg | 93 ₹22,096.8 | 91.5 ₹21,740.4 | 90 ₹21,384 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 - | 2.16 | m3 | 8,410 ₹18,165.6 | 8,400 ₹18,144 | 7,800 ₹16,848 Lowest |
Tender Value
Refer Docs
EMD Value
₹4,600
Closing Date
30 Jul 2026, 3:00 pmClosed
Executive officer
Executive officer Ammoor Town Panchayat Ranipet District
General Fund 2026-27 Construction of Culvert at Anna Nagar in Ammoor Town Panchayat
2026_DTP_686988_1
Roc No _130_2016_2
Open Tender
Civil Works - Others
Works
60 days
Ammoor Town Panchayat
above class v
2 documents required · 2 mandatory
₹0
₹4,600
29 Aug 2026
20 Jul 2026
30 Jul 2026
20 Jul 2026
30 Jul 2026
20 Jul 2026
20 Jul 2026 - 29 Jul 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. | - | m3 | - | - |
| 2 | Plain Cement Concrete 1:4:8 Mix (one part cement, four part Crushed Stone 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. | - | m3 | - | - |
| 3 | Supplying and Errecting Steel centering for sides and soffits including supports and strutting upto 3.00 M height for Retaing wall, SWD wall sies etc; with all cross bracibngs using mild steel sheets of size 90cmx60 cmx 10 gauge stiffend with welded mils dteel angels of size 25mmx25mmx6mm for boarding laid over silver oak (country wood) joists of size 10 cmx6.5 spaced at about 90 cm centre to centre and supported by casurina props of 10 cm to 13 cm dia spaced at 75 cm centre to centre etc; complete. | 1 | m2 | - | - |
| 4 | Plain Cement Concrete 1:2:4 Mix (one part cement, two part Crushed Stone Sand and four part of aggrigate) using 20 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. | - | m3 | - | - |
| 5 | Providing granolithic floor finish of 25mm thickness with plain cement concrete 1:2:4 (One Cement, Two crushed sand (M-Sand) and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers) | - | m2 | - | - |
| 6 | 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. | 1 | kg | - | - |
| 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 - | - | m3 | - | - |
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