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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.5 LAccepted-AOC NO 2 367 KASINAICKENPATTI TIRUPATHUR DISTRICT | TIRUPATHUR | TAMIL NADU | 635601 | ₹17.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹17.6 LRejected-AOC | ₹17.6 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | M Nadarajan L1 | M/S ASL ENTERPRISE L2 |
|---|---|---|---|---|---|
| 1.00Construction of New 30000 Liter OHT(12m stagging) at Govindapuram H/O Chinna kasinaickenpatti Panchayat. | |||||
| 2.00Earth work excavation below G.L. and depositing on bank within an initial lead of 10.00 m and an initial lift of 2.00 for the following classification of soil | |||||
| 3.00 | For Column Footing, For G.L Brace | 46.28 | m3 | 261 ₹12,079.08 | 300 ₹13,884 |
| 4.00 | Second depth of 2.0m to 3.0 m | 8.06 | m3 | 263 ₹2,119.78 | 263 ₹2,119.78 |
| 5.00 | Sand filling for foundation with M sand including cost of sand,watering,ramming and consolidation etc complete as directed by Departmental officers | 3.46 | m3 | 1,870 ₹6,470.20 | 1,890 ₹6,539.40 |
| 6.00 | Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification | 3.46 | m3 | 5,530 ₹19,133.80 | 5,600 ₹19,376 |
| 7.00Cement Concrete 1:1-1/2:3 (One Cement, One and a half crushed stone M.Sand and Three 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 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 M.Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers | |||||
| 8.00 | Below 1.5m from GL | 6.72 | m3 | 9,265.27 ₹62,262.61 | 9,265.27 ₹62,262.61 |
| 9.00 | 0m to 1.00m above GL | 0.36 | m3 | 9,265.27 ₹3,335.50 | 9,265.27 ₹3,335.50 |
| 10.00 | 0m to 1.50m below GL | 1.49 | m3 | 9,265.27 ₹13,805.25 | 9,265.27 ₹13,805.25 |
Tender Value
Refer Docs
EMD Value
₹36,500
Closing Date
22 Jan 2026, 3:00 pmClosed
The Block Development officer (VP) Kandhili
The Block Development officer (VP) Kandhili
Tirupathur District NABARD-RIDF-XXIX-2025-26 Construction of New 30,000 Litre (12m Staging) at Govindhapuram H/O Chinnakasinaickanpatti Panchayat
2026_RDTN_640782_1
B1/3925/2025
Open Tender
Civil Works
180 days
Kandhili Block
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹36,500
23 Jan 2026
9 Jan 2026
22 Jan 2026
9 Jan 2026
22 Jan 2026
9 Jan 2026
Construction of New 30000 Liter OHT(12m stagging) at Govindapuram H/O Chinna kasinaickenpatti Panchayat.
Earth work excavation below G.L. and depositing on bank within an initial lead of 10.00 m and an initial lift of 2.00 for the following classification of soil
For Column Footing, For G.L Brace
Second depth of 2.0m to 3.0 m
Sand filling for foundation with M sand including cost of sand,watering,ramming and consolidation etc complete as directed by Departmental officers
Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification
Cement Concrete 1:1-1/2:3 (One Cement, One and a half crushed stone M.Sand and Three 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 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 M.Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers
Below 1.5m from GL
0m to 1.00m above GL
0m to 1.50m below GL
1.00m to 4.50m above GL
4.50 m to 7.32 m above GL
7.32 m to 10.98 m above GL
10.98 m to 14.64 m above GL
14.64 m to 18.30 m above GL
Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid)
Plane Surface,Below GL
From GL to 3.30m
From 3.31m to 4.30m
From 8.31m to 9.30m
From 5.31m to 6.30m
From 11.31m to 12.30m
Square Column Below GL and upto 3.30m above GL
3.31m to 4.30m ht
4.31m to 5.30m ht
5.31m to 6.30m ht
7.31m to 8.30m ht
8.31m to 9.30m ht
10.31m to 11.30m ht
11.31m to 12.30m ht
Curved Surface - upto 3.30m ht.
Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel and binding wire)
Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification.
Providing outside M.S Ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps fixed at 30 cm centre to centre etc.and providing of Landing slabs with hand rails using 32mm GI pipe and 40mmx6mm MS flat etc. as per approved design
Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixed with 12mm dia Fastner Bolt 75mm long and as directed by Departmental officers
Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (One cement, one and half sand and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc.,
Providing GI Ventilation arrangement 2 nos mosquito proof nylon net with 65 mm GI pipe and spls as directed by the Departmental officers 1 m 65 mm Gi pipe, 4 nos 65 mm Gi elbow , 4nos cutting and 8 nos threading and 2 nos 65 mm GI tee
Providing cut stone slab in CM 1:3 of size 0.3 m x 0.3 m x 0.15 m and as directed by Departmental officers
Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by Departmental officers (Page no.172 Sl. No:229)
Provision for pipe connection arrangements for inlet, outlet scour and overflow etc. including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enamel paint
65mm dia GI pipes
75mm dia PVC Threaded coupler
65mm dia GI Tee
65mm dia GI Elbow
65mm dia GM Gate valve
65mm dia GI Flangeset
65mm dia GI Coupling
65mm dia pvc thread coupler
65mx 50mm dia GI Reducer
50mm dia GI Pipe
75mm X 90mm PVC Reducer
90mm x 75mm PVC Reducer
Refilling the foundation with excavated earth including consolidation as directed by the Departmental officers
Construction of Community Soak pit with Platform From OHT
Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil of foundation.
Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance with labour charges etc.,
Supply and erection of centring including all labour charges etc.
Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance with labour charges etc.,
Supply and filling of 20mm Size metal from approved quarry including cost and conveyance of materials to site and all other labour charges including consolidation as per standard specification
225mm Metal / Boulders
20 mm Metal
Supply of 0.60 m dia Cement Rings with Cover including cost and conveyance etc
Cement Rings
Cover Slab
Supply of pvc pipe 90mm dia including necessary joint for inspection chamber to the soak pit etc.
GST Amount for providing service to Government contract works for the above construction works. { GST amount is the Total GST amount for total overall quoted amount above this row in column "BB" for all works in this package}
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