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Tender For Walsa Talla Water Supply Scheme Phase-Ii Construction Of Source Cwr Laying, Jointing And Testing Of Gi Pipe Line, Providing Fhtc And Other Appurtenant Works Walsa Talla Water Supply Scheme Phase-Ii Along With Handing Over The Works After Commi, Pauri Garhwal-Uttarakhand

Uttaranchal Pey Jal Nigam has published Tender For Walsa Talla Water Supply Scheme Phase-Ii Construction Of Source Cwr Laying, Jointing And Testing Of Gi Pipe Line, Providing Fhtc And Other Appurtenant Works Walsa Talla Water Supply Scheme Phase-Ii Along With Handing Over The Works After Commi. Submission Date for this Tender is 23-01-2023. Water Pipe Line Tenders in Pauri Garhwal Uttarakhand. Bidders can get complete Tender details and download the document.




Tender Notice

35679878
Tender For Walsa Talla Water Supply Scheme Phase-Ii Construction Of Source Cwr Laying, Jointing And Testing Of Gi Pipe Line, Providing Fhtc And Other Appurtenant Works Walsa Talla Water Supply Scheme Phase-Ii Along With Handing Over The Works After Commi
Open Tender
Indian
Uttarakhand
Pauri Garhwal
23-01-2023

Tender Details

tender for Walsa Talla Water Supply Scheme Phase-Ii Construction Of Source Cwr Laying, Jointing And Testing Of Gi Pipe Line, Providing Fhtc And Other Appurtenant Works Walsa Talla Water Supply Scheme Phase-Ii Along With Handing Over The Works After Commissioning To Maintenance Agency Under Jjm

Key Value

Document Fees
INR 4720 /-
EMD
INR 120000.0 /-
Tender Value
INR 59.59 Lakhs /-

BOQ Items

Name of Work: Supply, Cartage laying & Jointing of GI(M) 15mm to 50mm dia,RCC CWR 10 KLCapacity, Source and treatment works under Walsa Talla Water Supply Scheme in Block Rikhnikhal.
Sl. No. Item Description
1Excavation 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.
2Excavation in ordinary Rocks 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.
3Providing and lay P.C.C. 1:4:8 with cement, local sand and 40mm gauge stone ballast including supply of materials, labour, T&P required for proper completion of work in foundation as per direction of site engineer incharge
4Providing and lay P.C.C. 1:2:4 with cement, local sand and 20mm gauge stone ballast including supply of materials, labour, T&P required for proper completion of work in foundation as per direction of site engineer incharge
5R.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 workas per direction of site Engineer in charge
6R.C.C. work in slabs with 20mm gauge gravel aggregates, coarse sand and cement in proportion 1:1.5:3 excluding supply of renforcing steel and its bending but including fixing in position with 24BWG gauge binding of materials, labour, T&P etc. required for proper completion of work.
7Mild steel and iron work in plain work such as RCC work when not included in overall rates wrought to required shape as necessity including for proper completion of work including supply of all materials, steel and wastage.
8Random 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 and as per direction of site engineer incharge
9Random 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 and as per direction of site engineer incharge
1020 mm thick plaster in proportion of 1:4with cement and sand on stone masonarywall including supply of all materials, labour, T&P etc required for proper.
11Supply and filling graded pebbles of 25 to 50 mm guage
12Supply and lay 150mm dia perforated gi (m) pipe having 10mm dia holes 25mm aparts ms strainer at a gradient of 1into 50
13Supply and lay the 50mm diapipe at gadhera for bye pass arrangement.
14Supply and fix 50mm dia g.i. cap and socket over by
15Supply and lay boulder pitching.
1630*30 cm size C.I. grating having 25*25mm holes.
17Supply and fixing of C.I. Foot steps in both the chambers.
18Supply and fixing of C.I. Foot M.S. sheet right angular "V" notch.
19Provision for supply and fixing of washout and overflow pipes.
20Construction of S.C.C. roughening filter cum screening chamber nearincluding supply of all materials,labour, T&P etc. complete as per direction of site Engineer in charge
21Supply of following dia GI (M) class pipes including cartage, laying & jointing, cutting, threading, testing etc complete in trenches under groundwith specials and fittings as per direction site Engineer- in -charge.
2215mm dia
2320mmdia
2425mm dia
2532mm dia
2640mm dia
2750mm dia
28Dismantling and Relaying of following dia screwed and socketed G.I. Pipes, specials and fittings including taking out of dismantled G.I. pipes and specials from trenches and stacking them properly within 50.00m.
2932mm dia
3040mm dia
31Excavation of earth work in in 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 adjuscent of 60m.
32Soil mixed with bajri and boulder
33Soft rock
34Supply,cartage of following sizes of G.M. Gate 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
3532mm dia
3640mm dia
3750mm dia
38Supply of all materials, labour and T&P etc. and construct Gatevalve chambers 45cm x 45cm sizeas per type design complete andas per direction of site Engineer in charge
39Supply,cartage of following sizes of Air 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
4015mm dia
41Supply of all materials, labour and T&P etc. and construct Air valve chambers as per type design complete 60x60cm and as per direction of site engineer incharge
42Supply of all materials, labour, T&P etc and construction of R.C.C. Sump / CWRwith M.S. ladder outside & inside of the tank, M.S.M.H. cover with locking arrangement, supply and fixing of chlorinator, 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 .
4310KL
44Making ferrule connection in the existing main of G.I. 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.
45Providing and fixing brass bib cock of approved quality
46Providing brass ferrule of approved quality
47Installing MS Iron board(4x3 Feet) including painting and letter writing at site
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