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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.2 LAccepted-Finance JAISALMER RAJASTHAN 345001 INDIA UDYAM RJ 18 0001538 | JAISALMER | RAJASTHAN | 345001 | 1 | Accepted-Finance low | |
| 2 | Rejected-Technical | - | Rejected-Technical Rejected |
Tender Value
₹5.5 L
EMD Value
₹5,500
Closing Date
8 Mar 2024, 3:00 pmClosed
Executive Officer
Executive Officer Arachalur Town Panchayat Erode District
Extention of pipeline from Poosariyur to Naduppalayam, Puduvalasu West Street ,5000 sintex tank and 6 inch Cement Pipes at Archalur Town Panchayat
2024_DTP_442112_1
235/2023
Open Tender
Civil Works - Others
Works
180 days
Arachalur
Class III
2 documents required · 2 mandatory
₹0
₹5,500
Yes
23 May 2024
6 Mar 2024
8 Mar 2024
6 Mar 2024
8 Mar 2024
6 Mar 2024
6 Mar 2024 - 8 Mar 2024
Amount
Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc. complete. complying with std. specifications.SS 20 B
Supply and delivery of PVC / GI pipes and specials including cost and conveyance of the materilas to site etc complete. 63mm PVC pipe 6 Ksc
160mm Cement pipe ( A C PRESSURE PIPES)
63mm PVC Bend
63mm PVC elbow
63mm PVC Tee
63mm PVC Coupler
63X20mm PVC Saddle
63mm PVC end cap
5000 Litre PVC Tank
Lowering PVC/ DWSC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste.
Refilling in basement with excavated earth in layers of not more than 15cm thick well rammed and consolidated etc., complete
Earthwork excavation in all soils and sub soils except hard rock not requiring blasting with initial lead and lift including re-filling the sides of foundation in layer of 15 cm thick watering , ramming ,depositing the surplus earth in the premises as directed by departmental officers etc., complete as per standard specification. as per SS 20 B TNDSS NO: 23&24VI (S2), VII 9,10
Plain Cement Concrete of mix 1 : 4 : 8 (One Cement Four sand Eight aggregates) using 40mm gauge hard broken including cost conveyance of all materials to site including formwork and centering 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.as per the standard specifications. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII
Random Rubble masonary in Cement Mortor 1:5 Mix (one cement, five sand) using new best rough and bond stones 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.
Supplying and errecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using 90cm x 60cm and B.G 10stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm spaced at about 90cm including all labour charges and cost and conveyance of all materials to site etc. complete complying with standard specification. TNDSS NO: 30&86
Supplying fabricating and placing in position of steel rods using TMT Tor Steel including cost of binding wire, cost of labour charges for fabrication and placing in position etc. Complete. Complying with std. specifications.
Reinforced Cement Concrete 1:1½:3 Mix (One part cement, one and half part sand and three part of aggregate)using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing but excluding cost of reinforcement etc. Complete with std. Specifications. TNDSS NO: 30
AMMAN AND CO
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