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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹7.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹7.7 L+₹72,215.48 (10.3%)Admitted-Fee/PreQual/Technical/Finance | ₹7.7 L+₹72,215.48 (10.3%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹7.8 L+₹83,072.97 (11.9%)Admitted-Fee/PreQual/Technical/Finance | ₹7.8 L+₹83,072.97 (11.9%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹8.1 L+₹1.1 L (16.4%)Admitted-Fee/PreQual/Technical/Finance | ₹8.1 L+₹1.1 L (16.4%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹11.7 L+₹4.8 L (68.1%)Admitted-Fee/PreQual/Technical/Finance CHENNAI | ₹11.7 L+₹4.8 L (68.1%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | K RAGAVAN L4 | ab builders L3 | R.ASHOKKUMAR L1 | AADHAVAN ENTERPRISES L5 | Selva Construction L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Installation of Vertical Bored cast in situ RCC piles of following diameter in all types of soils, using Standardised Concrete Mix of following grade, with sulphate resistant Cement or OPC/PPC, etc and Crushed Stone Sand and 20mm and down graded HBGS jelly coarse aggregate. The rate includes cost for placing of reinforcement cage in bore hole in correct position, cost of boring to the required depth with Bentonite solution with temprory casing of required length, conveyance of RMC to site and pouring concrete using Tremine pipes, conveyance of all materials to the site including all tools and plants, shifting the plants and equipments from one point to another, excavtion of mud pits for circulation of Bentonite soultion, closing the mud pits to original level and mud removal with initial lead and lift but including dismantling the concrete above the cut off level etc complete as directed by the departmental officers including socketing. The reinforcement cage should be welded properly for lifting. The concrete cubes to be tested as per IS 456-2000. Acceptance criteria by clause 16.1. Frequency of testing as per 15.2.2. Testing to be conducted at both the ends at site as well as RMC plant. Pile driving depth should be decided by the departmental officers at site. The length of pile for payment shall be measured from top of shoe to the bottom of the pile cap.( Cost of Reinforcement provided for Pile and Welding charges shall be measured and Paid separately ) | ||||||||
| 1.01 | Pile Foundation-300mm dia | 81 | RM | 1,475 ₹1,19,475 Lowest | 1,910 ₹1,54,710 | 1,630.53 ₹1,32,072.93 | 3,000 ₹2,43,000 | 2,000 ₹1,62,000 |
| 1.02Earth work Open excavation by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers. | ||||||||
| 1.03 | Plinth beam | 11.5 | M3 | 5,500 ₹63,250 | 188.9 ₹2,172.35 | 104.32 ₹1,199.68 Lowest | 500 ₹5,750 | 220 ₹2,530 |
| 2.00 | Supply filling of M-Sand in layer of not more than 15 cm thick including watering with all layers and consolidation complying with standard specification including cost and conveyence of sand to Site and all labour charges and all other incidential charges etc,. complete as per Standard Specification TNDSS NO. 24 &25 NBC Part VI (S2) 8 | 2.45 | M3 | 700 ₹1,717.8 Lowest | 2,319 ₹5,690.83 | 2,280.46 ₹5,596.25 | 4,500 ₹11,043 | 2,450 ₹6,012.3 |
| 3.00 | Plain Cement concrete of mix 1:4:8 (One cement four M-sand and eight aggregates) using 40mm gauge hard broken including cost conveyance of all materials to site including labour charges, transporting and placing in position including shoring, strutting forming protective bunds, cofferdams bailing out of water labour for mixing compacting, finishing and curing, working at depths, tools and plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification. TNDSS NO.28 V,VI S25 | 2.45 | M3 | 6,000 ₹14,724 Lowest | 6,106 ₹14,984.12 | 6,004.26 ₹14,734.45 | 6,500 ₹15,951 | 6,500 ₹15,951 |
| 4.00Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle of size 25 x 25 x 3mm for boarding laid over silver oak joists(Country wood) of size 10 x 6.5cm spaced @ about 90cm c/c and supported by casurina props of 10 - 13cm dia. spaced @ 75cm c/c etc., complete complying with standard specifications and as directed by the departmental officers. Rate for 10m2.for the following items.(RCC floor slab, roof slab, Rectangular/ square, Tee/ Ell beams, Lintels, staircase waist slabs, Landing slabs, Landing beam, Portico beam etc., ). TNDSS NO.86 K, 86 A | ||||||||
| 4.01 | Without Strutting | 23 | M2 | 1,100 ₹25,300 | 678.9 ₹15,614.7 | 585.36 ₹13,463.28 | 1,100 ₹25,300 | 530 ₹12,190 Lowest |
| 4.02 | Column | 45 | M2 | 900 ₹40,501.8 | 873.5 ₹39,309.25 | 667.54 ₹30,040.64 Lowest | 1,500 ₹67,503 | 700 ₹31,501.4 |
| 5.00Providing 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 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 - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials) | ||||||||
Tender Value
₹10 L
EMD Value
₹10,000
Closing Date
29 Jul 2026, 3:00 pmClosed
COMMISSIONER KUMBAKONAM CITY MUNICIPAL CORPORATION
COMMISSIONER KUMBAKONAM CITY MUNICIPAL CORPORATION
Construction of compound wall at ARR High School in Kumbakonam City Municipal Corporation.
2026_MAWS_685803_2
4633/2026/E2
Open Tender
Civil Works - Buildings
Item Rate
92 days
kumbakonam
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹10,000
Yes
30 Jul 2026
20 Jul 2026
29 Jul 2026
20 Jul 2026
29 Jul 2026
20 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Installation of Vertical Bored cast in situ RCC piles of following diameter in all types of soils, using Standardised Concrete Mix of following grade, with sulphate resistant Cement or OPC/PPC, etc and Crushed Stone Sand and 20mm and down graded HBGS jelly coarse aggregate. The rate includes cost for placing of reinforcement cage in bore hole in correct position, cost of boring to the required depth with Bentonite solution with temprory casing of required length, conveyance of RMC to site and pouring concrete using Tremine pipes, conveyance of all materials to the site including all tools and plants, shifting the plants and equipments from one point to another, excavtion of mud pits for circulation of Bentonite soultion, closing the mud pits to original level and mud removal with initial lead and lift but including dismantling the concrete above the cut off level etc complete as directed by the departmental officers including socketing. The reinforcement cage should be welded properly for lifting. The concrete cubes to be tested as per IS 456-2000. Acceptance criteria by clause 16.1. Frequency of testing as per 15.2.2. Testing to be conducted at both the ends at site as well as RMC plant. Pile driving depth should be decided by the departmental officers at site. The length of pile for payment shall be measured from top of shoe to the bottom of the pile cap.( Cost of Reinforcement provided for Pile and Welding charges shall be measured and Paid separately ) | |||||
| 1.01 | Pile Foundation-300mm dia | 81 | RM | - | - |
| 1.02 | Earth work Open excavation by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers. | - | - | - | - |
| 1.03 | Plinth beam | 11.5 | M3 | - | - |
| 2 | Supply filling of M-Sand in layer of not more than 15 cm thick including watering with all layers and consolidation complying with standard specification including cost and conveyence of sand to Site and all labour charges and all other incidential charges etc,. complete as per Standard Specification TNDSS NO. 24 &25 NBC Part VI (S2) 8 | 2.45 | M3 | - | - |
| 3 | Plain Cement concrete of mix 1:4:8 (One cement four M-sand and eight aggregates) using 40mm gauge hard broken including cost conveyance of all materials to site including labour charges, transporting and placing in position including shoring, strutting forming protective bunds, cofferdams bailing out of water labour for mixing compacting, finishing and curing, working at depths, tools and plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification. TNDSS NO.28 V,VI S25 | 2.45 | M3 | - | - |
| 4Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle of size 25 x 25 x 3mm for boarding laid over silver oak joists(Country wood) of size 10 x 6.5cm spaced @ about 90cm c/c and supported by casurina props of 10 - 13cm dia. spaced @ 75cm c/c etc., complete complying with standard specifications and as directed by the departmental officers. Rate for 10m2.for the following items.(RCC floor slab, roof slab, Rectangular/ square, Tee/ Ell beams, Lintels, staircase waist slabs, Landing slabs, Landing beam, Portico beam etc., ). TNDSS NO.86 K, 86 A | |||||
| 4.01 | Without Strutting | 23 | M2 | - | - |
| 4.02 | Column | 45 | M2 | - | - |
| 5Providing 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 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 - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials) | |||||
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