Tender For Construction Of A Storm Water Drain At Ward.2, Vetnery Hospital To Manicka Vinayagar Koilin Sendamangalam Town Panchayat, Sendamangalam-Tamil Nadu
TDR : 51563610
Tender Notice
BOQ
Expired
Sendamangalam
Tamil Nadu
Tender For Construction Of A Storm Water Drain At Ward.2, Vetnery Hospital To Manicka Vinayagar Koilin Sendamangalam Town Panchayat
Name of Work:Construction of a Storm water Drain at Ward.2, Vetnery Hospital to Manicka Vinayagar koilin Sendamangalam Town Panchayat
Sl. No.
Item Description
1
Earthwork excavation in all soils and sub soils except hard rock 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 asper standard specification. as per SS 20 B TNDSS NO: 23&24VI (S2), VII 9,10
2
Plain cement concrete Using1:4:8 mix (One cement , four sand and Eight aggregates) using 40 mm ISS HBG metal including cost and conveyance of all materials to work site and all labour charges for mixing, laying,consolidating and curing etc complete as per the standard specifications. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII
3
Supplying and errecting centering to sides and soffits including supports and struttingfor drainage sides andculvert body wall sidesusing 90cm x 60cm and B.G 10stifenedwith welded mild steel angles of size 25mm x 25mm x 3mm for boardinglaid over( silver oak joists ) of size 10cm x 6.50cm spread at about 90cm including all labour charges and cost and conveyance of all materials to site etc. for Drain wall centering and Culvert Slab Centering complete complying with standard specification. TNDSS NO: 30&86A) Upto 1 M Height
4
B)Cover Slab
5
Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour chargesetc., complete as per standard specification
6
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.
7
Supplying fabricating and placing in position of steel rods using M.S. Steel for Coverslab nominal Reinforcement including cost of labour charges for fabrication and placing in positionetc. Complete. Complying with std. specifications.
8
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.,
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