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Tender For Kunj Gravity Water Supply Scheme(P1 And P2) Augmentation) Almora, almora-Uttarakhand

Drinking Water And Sanitation Department has published Tender For Kunj Gravity Water Supply Scheme(P1 And P2) Augmentation) Almora. Submission Date for this Tender is 07-12-2022. Water Supply Project Tenders in almora Uttarakhand. Bidders can get complete Tender details and download the document.




Tender Notice

35078845
Tender For Kunj Gravity Water Supply Scheme(P1 And P2) Augmentation) Almora
Open Tender
Indian
Uttarakhand
almora
07-12-2022

Tender Details

Tender For Kunj Gravity Water Supply Scheme ( P1 And P2 ) Augmentation ) Almora

Key Value

Document Fees
INR 2950 /-
EMD
INR 65800.0 /-
Tender Value
Refer document

BOQ Items

Name of Work : KUNJ GRAVITY WATER SUPPLY SCHEME[(P1+P2) AUGMENTATION)
Sl. No. Item Description
1Rates for KUNJ GRAVITY WATER SUPPLY SCHEME[(P1+P2) AUGMENTATION)
2INTAKE AND TREATMENT WORKS
3Supply of all materials, labour and T & P etc. and construction of following works as per type design and drawing complete in all respect. Spring Intake Chamber
4Construction of Boulder Filled Gallery - 5.00 Meter
5Supply and installation of Bucket Type Chlorinator of 25 L Capacity.
6Protection Work (as detailed below)
7Random 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 royalties etc. complete.
8CLEAR WATER RESERVOIR
9Supply of all materials, labour and T & P etc. and construction of R.C.C. Sump / Clear Water Reservoir of following Capacity in K.L. as per type design and drawing including fixing of pipes and fittings including cartage of materials etc. complete 12.5 KL Capacity RCC CWR
1010 KL Capacity RCC CWR
11Earth work in excavation by mechanical means(hydraulic excavator) /manual meansin foundation trenches or drains (not exceeding 1.5 mtr in width or 10 sqm on plan) including dressing of sides and ramming of bottom, lift up to 1.5 mtr including gettingout the excavated soil and disposal of surplus excavated soil as directed, within a lead of50 m in all kind of soil. Excavation for site development of site for CWR
12Protection Works as detailed below.
13Random 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 loyaltiies etc. complete.
14Random rubble masonry laid dry in breast walls, retaining walls etc. including supply of all material, labour, T&P and royalties etc. complete
15Providing and laying in position cement concrete of spacified grade excluding the cost of centring and shuttering - all work upto plinth leval in 1:4:8(1Cement:4coarsesand:8gradedstone aggregate 40 mm nominal size).
16Providing and laying in position cement concrete of spacified grade excluding the cost of centring and shuttering - all work upto plinth leval in 1:2:4(1Cement:2coarsesand : 4gradedstone aggregate 20 mm nominal size).
17GRAVITY MAIN
18Providing of all materials, carting from site store to site of work, laying & jointing of G.I. Medium 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. Medium Duty (class "B")32 mm
19Medium Duty (class "B")40 mm
20Medium Duty (class "B")50 mm
21Excavation in soil mixed with single boulders etc. requiring the use of special T&P, if any, for pipe line trenches including lift up to 1.5m and lead up to 30m with back filling, watering, ramming of excavated earth in the trenches. Mixed soil
22Soft / Medium rock
23Supply and fixing of the following fittings including cartage of materials, labour, T & P etc complete but excluding the cost of excavation and chamber. G.M. Wheel valves (Class I) as per IS 778/1971 25 mm dia.
2432 mm dia.
25Construction stone masonry chamber 60x60x60 cm, inside in 1:4 cement & sand mortar with MS MH cover on top the chamber with proper locking arrangement.
26Protection Work (as detailed below)
27Random rubble masonry laid in 1:6 cement and sand mortar breast walls, retaining walls etc. including supply of all material, labour, T&P and royalties etc. complete
28DISTRIBUTION SYSTEM
29Providing of all materials, carting from site store to site of work, laying & jointing of G.I. Medium 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. Medium Duty (class "B")15 mm
30Medium Duty (class "B")20 mm
31Medium Duty (class "B")25 mm
32Medium Duty (class "B")32 mm
33Excavation in soil mixed with single boulders etc. requiring the use of special T&P, if any, for pipe line trenches including lift up to 1.5m and lead up to 30m with back filling, watering, ramming of excavated earth in the trenches. Mixed soil
34Soft / Medium rock
35Making 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 offerrule including tapping the main etc. complete.
36Providing and fixing brass ferrule 15mm dia. nominal bore for domestic connections.
37Providing and fixing of PTMT bib cock 15 mm dia. nominal bore for domestic connections.
38Protection Work (as detailed below)
39Random rubble masonry laid in 1:6 cement and sand mortar breast walls, retaining walls etc. including supply of all material, labour, T&P and royalties etc. complete
40Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:4:8(1Cement:4coarsesand:8gradedstone aggregate 40 mm nominal size).
41Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:2:4(1Cement:2coarsesand : 4gradedstone aggregate 20 mm nominal size).
42Random rubble masonry laid dry in breast walls, retaining walls etc. including supply of all material, labour, T&P and royalties etc. complete.
43Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. complete. for each revenue village covered by water supply scheme.
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