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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹2.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.9 L+₹26,731.01 (10.3%)Admitted-Fee/PreQual/Technical/Finance | ₹2.9 L+₹26,731.01 (10.3%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹3.3 L+₹72,812.47 (28.1%)Admitted-Fee/PreQual/Technical/Finance | ₹3.3 L+₹72,812.47 (28.1%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | K MANIKANNAN L3 | SAGUNTHALA V L1 | Sabareesan L2 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation 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. | 88.06 | M3 | 275 ₹24,217.88 | 232.1 ₹20,439.89 | 193 ₹16,996.54 Lowest |
| 2.00 | Collection supply and filling of M-Sand of approved quarry including cost and Conveyance of all materials to site and all labor charges for filling etc., Complete. | 6.2 | M3 | 2,500 ₹15,487.5 | 2,137.2 ₹13,239.95 Lowest | 2,379.44 ₹14,740.63 |
| 3.00 | 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. | 6.2 | M3 | 7,500 ₹46,462.5 | 5,629.95 ₹34,877.54 Lowest | 6,266.12 ₹38,818.61 |
| 4.00 | Cement Concrete 1:2:4 (One Cement, Two crushed stone sand and Four hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges, centering and shuttering but including Super Plasticiser, laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers - manual mix | 5.52 | M3 | 8,500 ₹46,920 | 6,800 ₹37,536 Lowest | 7,573.44 ₹41,805.39 |
| 5.00Supplying and erecting centering to sides and soffits including supports and strutting with necessary cross bracing for plain surface such as RCC slabs rectangular beams all beams lintels etc., 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. | ||||||
| 5.01 | Without Strutting (Below 1.00m) | 42.16 | M2 | 730 ₹30,773.88 | 625.5 ₹26,368.58 Lowest | 696.68 ₹29,369.24 |
| 5.02 | With Strutting | 3.61 | M2 | 950 ₹3,430.26 | 825.1 ₹2,979.27 Lowest | 918.87 ₹3,317.86 |
| 6.00 | Providing and laying in position, standardised concrete Mix M-20 Grade by insitu machine mix concrete adopting weighing batch method in accordance with IS 456 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also 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, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials) | 5.83 | M3 | 10,000 ₹58,308 | 7,786 ₹45,398.61 Lowest | 8,671.04 ₹50,559.1 |
| 7.00 | Supplying and fabrication of steel and placing in position of TMT steel rods for RCC works as per design given including cost of steel and GI binding wire in all floors etc., complete complying with standard specification in TNDSS NO:97 V,VI (S6) VII (S6), VII-3. | 280 | Kg | 115 ₹32,200 | 81.8 ₹22,904 Lowest | 90.82 ₹25,429.6 |
| 8.00 | Supply and fixing of F.R.C Manhole frame with cover (60cm dia extra heavy duty ) etc., Complete as per standard specifications | 3 | No | 3,000 ₹9,000 | 1,536.4 ₹4,609.2 Lowest | 2,646 ₹7,938 |
Tender Value
₹3.5 L
EMD Value
₹3,500
Closing Date
27 Aug 2026, 3:00 pmClosed
COMMISSIONER KUMBAKONAM CITY MUNICIPAL CORPORATION
COMMISSIONER KUMBAKONAM CITY MUNICIPAL CORPORATION
Construction UGD Machine Hole Chamber and Providing UGD Pipe Line At Ward No18 Saravana Thoppu In Kumbakonam City Municipal Corporation
2026_MAWS_691815_1
4932/2026/E2
Open Tender
Civil Works
Item Rate
180 days
kumbakonam
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹3,500
Yes
27 Aug 2026
6 Aug 2026
27 Aug 2026
6 Aug 2026
27 Aug 2026
6 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation 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. | 88.07 | M3 | - | - |
| 2 | Collection supply and filling of M-Sand of approved quarry including cost and Conveyance of all materials to site and all labor charges for filling etc., Complete. | 6.2 | M3 | - | - |
| 3 | 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. | 6.2 | M3 | - | - |
| 4 | Cement Concrete 1:2:4 (One Cement, Two crushed stone sand and Four hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges, centering and shuttering but including Super Plasticiser, laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers - manual mix | 5.52 | M3 | - | - |
| 5Supplying and erecting centering to sides and soffits including supports and strutting with necessary cross bracing for plain surface such as RCC slabs rectangular beams all beams lintels etc., 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. | |||||
| 5.01 | Without Strutting (Below 1.00m) | 42.16 | M2 | - | - |
| 5.02 | With Strutting | 3.61 | M2 | - | - |
| 6 | Providing and laying in position, standardised concrete Mix M-20 Grade by insitu machine mix concrete adopting weighing batch method in accordance with IS 456 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also 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, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials) | 5.83 | M3 | - | - |
| 7 | Supplying and fabrication of steel and placing in position of TMT steel rods for RCC works as per design given including cost of steel and GI binding wire in all floors etc., complete complying with standard specification in TNDSS NO:97 V,VI (S6) VII (S6), VII-3. | 280 | Kg | - | - |
| 8 | Supply and fixing of F.R.C Manhole frame with cover (60cm dia extra heavy duty ) etc., Complete as per standard specifications | 3 | No | - | - |
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