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Tender For Faldakot Talla Solar Pumping Water Supply Scheme Phase-Ii Construction Of Source Cwr Laying, Jointing And Testing Of Gi Pipe Line, Providing Fhtc And Other Appurtenant Works Faldakot Talla Solar Pumping Water Supply Scheme Phase-Ii Along With H, yamkeshwar-Uttarakhand

Uttrakhand Payjal Nigam-UPN has published Tender For Faldakot Talla Solar Pumping Water Supply Scheme Phase-Ii Construction Of Source Cwr Laying, Jointing And Testing Of Gi Pipe Line, Providing Fhtc And Other Appurtenant Works Faldakot Talla Solar Pumping Water Supply Scheme Phase-Ii Along With H. Submission Date for this Tender is 23-01-2023. Water Pipe Line Tenders in yamkeshwar Uttarakhand. Bidders can get complete Tender details and download the document.




Tender Notice

35680409
Tender For Faldakot Talla Solar Pumping Water Supply Scheme Phase-Ii Construction Of Source Cwr Laying, Jointing And Testing Of Gi Pipe Line, Providing Fhtc And Other Appurtenant Works Faldakot Talla Solar Pumping Water Supply Scheme Phase-Ii Along With H
Open Tender
Indian
Uttarakhand
yamkeshwar
23-01-2023

Tender Details

Tender For Faldakot Talla Solar Pumping Water Supply Scheme Phase-Ii Construction Of Source Cwr Laying, Jointing And Testing Of Gi Pipe Line, Providing Fhtc And Other Appurtenant Works Faldakot Talla Solar Pumping Water Supply Scheme Phase-Ii Along With Handing Over The Works After Commissioning To Maintenance Agency

Key Value

Document Fees
INR 4720 /-
EMD
INR 97000.0 /-
Tender Value
INR 48.58 Lakhs /-

BOQ Items

Name of Work: Surveying, Supply, Cartage laying & Jointing of MS ERW Pipe Yst 210 50mm dia & 4.8mm thick, GI Pipe of 15mm to 50mm dia by Socketing, Construction of RCC CWR 17.50 KL & 20 KL and other appurtenent works under Faldakot Talla Solar Water Supply Scheme in Block Yamkeshwar.
Sl. No. Item Description
1Construction ofStone Masonry Cross Wall including supply of material, labour, T&P, etc. Complete as per direction by engineer-at-site.
2Excavation in ordinary soil mixed with shingle, boulder requiring special T&P like pickaxe, crowbar etc. for foundation including lift upto 1.5 m. and Lead upto 30 m. Including refilling, watering, ramming of excavated earth into the trenches or space between the sides of foundation trenches or in to the plinth and removal and disposal of surplus earth upto a distance of 60 m. from trenches.
3Same as above but in ordinary rock.
4R.R. stone masonry in 1:4 cement and local sand in foundation & plinth indlucing supply of all materials, labour, T&P etc. required for proper completion of work.
5Supply and filling graded pebbles of 25 to 50 mm guage as instructed by site-in-charge.
6Supply and lay boulder pitching.
7Supply and lay 150mm dia perforated GI (m) pipe having 10mm dia holes 25mm aparts ms strainer at a gradient of 1 into 50
8Construction of Roughening filter cum screening collecting chamber near bySource of water including supply of all materials,labour, T&P etc. complete as per type design or direction by engineer-at-site.
9Supply of all materials, labour and T & P etc. for construction of double intake chamber with drain as per type design, drawing & as per direction of Engineer-in-charge.
10Supply of all materials, labour T&P etc complete and construct pump house (5.5m x 5.0m x 4.5m)as per type design at MPS.
11Supply, Carting, lowering them into trenches, laying true to alignment and gradient, laying and jointing of pipe line by welding for making up lengths as required for proper completion of work of following grade & sizes MS ERW Pipe Yst 210
1250 mm dia, 4.8 mm thick
13Providing of all materials, carting from site store to site of work, laying & jointing of G.I. screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc.) in trenches with its cutting, threading and testing of pipe line etc complete.
1415mm dia
1520mmdia
1625mm dia
1732mm dia
1840mm dia
1950mm dia
20Excavation of earth for pipe line in following strata lift upto 1.5m. Lead upto 30m. Including refilling,watering,ramming of excavated earth into the trenches and removal of surplus earth upto adistance of 60m. Fromtrenches including supply of labour,T&P.etc complete.
21Soil mixed with boulder and bajri
22Soft rock
23Cartage of following sizes of valves upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber
2450mm dia Cast steel Sluice/Scour Valve, W.P. 50 kg/cm2
2550 mm dia. Cast steel Reflux / Swing Check Valve, W.P. 50 Kg/cm2
2650 mm dia. Cast steel Double Ball Air Valve Flanged type, W.P. 25 Kg/cm2
27Gate Valves (Class-I) as per IS 778/2197 25mm dia
28Gate Valves (Class-I) as per IS 778/2197 32mm dia
29Gate Valves (Class-I) as per IS 778/2197 40mm dia
30Gate Valves (Class-I) as per IS 778/2197 50mm dia
31Construction stone masonry Wheel Valve/ Air valve chamber 60x60x60 cm, inside in 1:4 cement & sand mortar with MS MH cover on top the chamber with proper locking arrangement.
32Supply of all materials, labour, T & P etc. and Construction of Thrust Block as per type design complete (1 in 200 m length Pipeline)
33Size of Anchor Block - 0.6m x 0.6m x 0.8m
34Supply of all materials, labour, T&P etc and construction of R.C.C. Sump / CWR of following capacities (KL) with M.S. ladder outside & inside of the tank, M.S.M.H. cover with locking arrangement, cowl,outlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of verticalpipes and specials, assuming bearing capacity as 8MT/M2 .
3517.50 KL
3620.00 KL
37Supply and instalation of 25 Ltr M.S.Bucket type Chlorinator with glass wooling complete over CWR.
38Supply and Fixing of Specific Size M.S.iron boardand painting on it as well as writing the details of work on it as per instructed by site in charge.
39Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level1:2:4(1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
40Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level1:4:8(1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
41Making ferrule connection in the existing main of G.I, A.C, PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of G.M. ferrule including tapping the main, but excluding the cost of earth work and cost of all materials.
42Ferrule Connection (Labour cost only including index)
43Providing and fixing brass bib cock of approved quality
44Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main
45Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD specifications.
46Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specification.
47Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces two coats & letter writing as instructed by site-in-charge.
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