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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.0 LAccepted-AOC | ₹10.0 L | 1 | Accepted-AOC lowest price |
| 2 | 2₹10.0 L+₹5,029 (0.51%)Rejected-Finance | ₹10.0 L+₹5,029 (0.51%) | 2 | Rejected-Finance highest price |
| Sl No | Description | Qty | Unit | K G CONSTRUCTIONS L1 | Sivamurugan T L2 |
|---|---|---|---|---|---|
| 1.00construction | |||||
| 1.01 | Earthwork excavation for foundation and depositing on Bank with metal lead of 10m and initial of 2m in Hard stiff clay, stiff black cotton,hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders including all labour charges etc.complete as per SS 20 B TNDSS No 23, 24 VI(S2),VI, VII.9 & 10 | 97 | M3 | 184 ₹17,848 Lowest | 186 ₹18,042 |
| 1.02 | Cement concrete of mix 1:4:8 (one part of cement, and four part of M sand, and eaight part of coarse aggregate) using hard broken granite stone jelly of 40 mm gauge for foundation levelling course, including shuttering, dewatering wherever necessary and laid I layers of not more than 15cm thick complete complying with standard specifications and drawings and as directed by the departmental Engineers including all cost & conveyance of materials laying curing etc., complete as per TNDSS No 28V,VI(S2),VI(S54) and VII | 32 | M3 | 5,130 ₹1,64,160 Lowest | 5,140 ₹1,64,480 |
| 1.03Supplying and erecting centering for sides and soffits including supports and srtutting upto 3.29mm height for plane surfaces in all floors with cross bracings using miled steel sheets of size 30cm x 60cm and 10 gauge stiffened welded with miled steel sheets of size 25mm x 25mm x 3mm for boarding and laid over silver oak (country wood).Joists of size 10cm x 6.5cm dia spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced 75cm centre to centre etc., complete complying with standard specification ans as directed for the following items as per TNDSS No 30 & 86 | |||||
| 1.04 | A)Side wall | 459 | M2 | 493 ₹2,26,287 Lowest | 496 ₹2,27,664 |
| 1.05 | Culvert | 6 | M2 | 1,023 ₹6,138 Lowest | 1,025 ₹6,150 |
| 1.06 | Cement concrete of 1:2:4 mix (one part of cement, and two part of M sand, and Four part of coarse aggregate) using hard granite stone jelly of 20mm gauge for sidewall concrete works excluding shuttering , including dewatering wherever necessary including the cost of all materials and labour charges for mixing concrete and curing etc. complete as per TNDSS No.24 | 81 | M3 | 6,580 ₹5,32,980 Lowest | 6,600 ₹5,34,600 |
| 2.00 | Finishing the top of flooring with granothatic flooring with cement concrete 1:2:4 (one cement, two sand and four aggrigate) using 10 to 12mm stone chips – 25mm tk etc., Complete. | 191 | M2 | 159 ₹30,369 Lowest | 165 ₹31,515 |
| 2.01 | Supplying fabricating and placing in position of steel rods using M.S. or Ribbed Tor Steel including cost of binding wire, cost of labour charges for fabrication and placing in position etc. Complete. Complying with std. specifications. | 90 | Kg | 89 ₹8,010 Lowest | 92 ₹8,280 |
| 2.02 | 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 - | 1.2 | M3 | 8,125 ₹9,750 Lowest | 8,200 ₹9,840 |
Tender Value
₹13 L
EMD Value
₹13,000
Closing Date
2 Sept 2025, 3:00 pmClosed
THE EXECUTIVE OFFICER, SHOLAVANDHAN TOWN PANCHAYAT
THE EXECUTIVE OFFICER, SHOLAVANDHAN TOWN PANCHAYAT.
Solavandan Town Panchayat Construction of Drain AT W.No.3 Vadipatti Raod Cross street in Solavandan Town Panchayat.
2025_DTP_596755_1
91/2025
Open Tender
Civil Works
Works
90 days
SHOLAVANDAN
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹13,000
16 Oct 2025
23 Aug 2025
2 Sept 2025
23 Aug 2025
2 Sept 2025
23 Aug 2025
Amount
construction
Earthwork excavation for foundation and depositing on Bank with metal lead of 10m and initial of 2m in Hard stiff clay, stiff black cotton,hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders including all labour charges etc.complete as per SS 20 B TNDSS No 23, 24 VI(S2),VI, VII.9 & 10
Cement concrete of mix 1:4:8 (one part of cement, and four part of M sand, and eaight part of coarse aggregate) using hard broken granite stone jelly of 40 mm gauge for foundation levelling course, including shuttering, dewatering wherever necessary and laid I layers of not more than 15cm thick complete complying with standard specifications and drawings and as directed by the departmental Engineers including all cost & conveyance of materials laying curing etc., complete as per TNDSS No 28V,VI(S2),VI(S54) and VII
Supplying and erecting centering for sides and soffits including supports and srtutting upto 3.29mm height for plane surfaces in all floors with cross bracings using miled steel sheets of size 30cm x 60cm and 10 gauge stiffened welded with miled steel sheets of size 25mm x 25mm x 3mm for boarding and laid over silver oak (country wood).Joists of size 10cm x 6.5cm dia spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced 75cm centre to centre etc., complete complying with standard specification ans as directed for the following items as per TNDSS No 30 & 86
A)Side wall
Culvert
Cement concrete of 1:2:4 mix (one part of cement, and two part of M sand, and Four part of coarse aggregate) using hard granite stone jelly of 20mm gauge for sidewall concrete works excluding shuttering , including dewatering wherever necessary including the cost of all materials and labour charges for mixing concrete and curing etc. complete as per TNDSS No.24
Finishing the top of flooring with granothatic flooring with cement concrete 1:2:4 (one cement, two sand and four aggrigate) using 10 to 12mm stone chips – 25mm tk etc., Complete.
Supplying fabricating and placing in position of steel rods using M.S. or Ribbed Tor Steel including cost of binding wire, cost of labour charges for fabrication and placing in position etc. Complete. Complying with std. specifications.
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 -
Sivamurugan T (BID ID -1445937)
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