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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹70.3 LAccepted-AOC GUNNUR NILGIRIS DISTRICT | ERODE | TAMIL NADU | 638451 | 1 | Accepted-AOC Below Estimate | |
| 2 | Rejected-Technical 12F ALOOKARAN HOUSE WOODCOCK ROAD ST MARYS HILL OOTY NILGIRIS DISTRICT 643 001 | THE NILGIRIS | TAMIL NADU | 643001 | - | Rejected-Technical Ineligible |
Tender Value
₹85 L
EMD Value
₹85,000
Closing Date
20 Dec 2024, 3:00 pmClosed
EXECUTIVE OFFICER
HULICAL TOWN PANCHAYAT
Construction of Construction of Flood Protection wall and Surface Drain for Anaipallam road in Hulical TP (O and M Gap Filling Fund 24-25)
2024_DTP_511666_1
467/2024
Open Tender
Civil Works
Works
180 days
HULICAL TOWN PANCHAYAT
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹85,000
29 Mar 2025
17 Dec 2024
20 Dec 2024
17 Dec 2024
20 Dec 2024
17 Dec 2024
17 Dec 2024 - 20 Dec 2024
Earth work excavation for open cutting in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand,silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering, and baling out water wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed depositing the surplus excavated soil with in the compound in places shown by the departmental officers with intial lead and lifts and cleaning and levelling the site etc.,complete
Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand,silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering, and baling out water wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed depositing the surplus excavated soil with in the compound in places shown by the departmental officers with intial lead and lifts and cleaning and levelling the site etc.,complete
Plain Cement Concrete 1:4:8 Mix (one part cement, four part sand and Eight part of aggregate) 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. Complying with std. specifications.
Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed
For Below 1m Height
For Above 1m Height
Providing and laying in position Standardised Concrete Mix M-25 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 350Kg/ 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 - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS standards.
Up to Basement
Ground Floor
Supplying ribbed tor steel rods including cutting cranking fabricating assembling laying in exact position tying with soft steel wire 16 or 18 BWG etc. complete for all RCC Works. as per the design given including cost of steel and binding wire also in all floors as per standard specification.
Supplying and Fixing of 75mm dia PVC pipes ( 4 Kg per cm 2) and the rate including cost and conveyance of all materials to work site and all other labour charges etc.., complete as per standard specification
Supplying and filling in foundation and basement with Well Gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification.
Plain Cement Concrete 1:2:4 Mix (one part cement, Two part sand and Four part of aggregate) using 20 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. Complying with std. specifications.
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