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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | ₹1.4 Cr Quoted ₹1.2 Cr | L1 | Accepted-AOC accepted by TAC |
| 2 | Rejected-Technical | - | - | Rejected-Technical Pre-Qualification criteria as per check slip not fulfilled |
| 3 | Rejected-Technical DINDIGUL | DINDIGUL | DINDIGUL | TAMIL NADU | - | - | Rejected-Technical Pre-Qualification criteria as per check slip not fulfilled |
Tender Value
₹1.2 Cr
EMD Value
₹1.4 L
Closing Date
17 Oct 2024, 5:45 pmClosed
Superintending Engineer
Tamil Nadu State Agricultural Marketing Board, CIPET Road, Thiru.Vi.Ka industrial estate, Guindy, Chennai-32
Renovation of Structural Facilities for Regulated Market at Vadamadurai in Dindigul District. (Facelift to Approach Road).
2024_TAMBC_492672_1
TNSAMB-2024-19-21
Open Tender
Construction Works
Lump-sum
270 days
at Vadamadurai in Dindigul District. (Facelift to
as mentioned the technical bid
8 documents required · 8 mandatory
₹0
₹1.4 L
29 Nov 2024
10 Oct 2024
18 Oct 2024
10 Oct 2024
17 Oct 2024
10 Oct 2024
Amount
MR-&-DMR (Not Requiring Blasting) Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in medium rock and dense medium rock not rquiring blasting shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification. (SOR-Item No -64)
Supplying and filling of gravel by lorry in basement filling including conveyance loading and unloading charges and all other incidential charges filling laying watering and consolidation etc., complete as directed by the Dept., Officers with standard specification.
Supply and filling in basement with wetmix 250mm thick in layers not exceeding 250mm thick, well watering , ramming and consoli- -dation including machenris for higher and running charges leader 5 Cum capacity,hire chareges for tipper,water springler,vibratory roller etc., complete and all labour charges as directed by the depatmental officers
Supplying and filling in foundation, basement, etc with filling M. sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the 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
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)
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)
Cement Concrete 1:1-1/2:3 (One Cement, One and a half 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 Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers
Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement/ basal reinforcement sa per MORTH 3100 and IRC 113, made of high tenacity polyester core with polyethylene coating with Minimum long term Design strength (LTDS) of more then 50% of ultimate Tensile strength at 30 degree Celsius corresponding to 12% strain.Ultimate Tensile Strength – 100 kn/m.
Providing Groove cutting in flooring concrete for 10mm width and 20mm depth and filling the groove with combination of Anabond Tuffseald 2G and bitumen tar including cost of all materials and labours etc complete.
Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and Three M Sand) 10mm thick including hacking the surfaces, providing cement mortar nosing, beading for sunshades, staircases, steps, landing slabs and curing, etc., in all floors complying with standard specification and as directed by the departmental officers
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.
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