Retrofitting of Awalakot Water Supply Scheme including Rising main, Distribution Main and Distribution Pipe Lines and FHTC etc. situated in Kotabagh Block of District Nainital

Rates for Retrofitting of Awalakot Water Supply Scheme including Rising main, Distribution Main & Distribution Pipe Lines & FHTC etc. situated in Kotabagh Block of District Nainital

At Source Soan Garh

Earth work in excavation by mechanical means (hydraulic excavater) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of ramming of bottom lift upto 1.5 m including getting out All kinds of soil

PCC in 1:4:8 with Cement, local sand and 40 mm gauge stone ballast including supply of all material, labour T&P etc for proper completion of work

Centring & shuttering including strutting ropping etc and removal of form for walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

RCC 1:1½:3 with Cement, coarse sand and 20 mm gauge gravel including supply of all material, labour T&P etc for proper completion of work Vertical

Roof Slab with Manhole

MS Work including cutting bending & fixing of 8 mm dia MS bar necessary centring shuttering & supply of all labour, material T&P etc complete

Provide and lay filter media as coarse sand and graded pebbles in specified layer in RCC R/F Supply of Coarse sand for filter media 0.60 to 1.00 mm dia

3.00 to 10.00 mm dia (Gravel)

10.00 to 20.00 mm dia (Gravel)

20.00 to 35.00 mm dia (Gravel)

25.00 to 50.00 mm dia (Gravel)

50.00 to 80.00 mm dia (Gravel)

Protection work by Gabions

RR 1:6 Pillar

Wall for Protection Construction of wall RR 1:6 for Protection work

Providing and fixing hand rail of approved size by welding etc to steel ladder railing, balcony railing, staircase railing and similar work including applying priming coat of steel primer MS Tube

Structural design chart

Supply of all materials, labour T&P etc. for construction of Slow Sand Filter complete in all respects.

At Source Soan Garh

Earth work in excavation by mechanical means (hydraulic excavater) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of ramming of bottom lift upto 1.5 m including getting out All kinds of soil

PCC in 1:4:8 with Cement, local sand and 40 mm gauge stone ballast including supply of all material, labour T&P etc for proper completion of work

Centring & shuttering including strutting ropping etc and removal of form for walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

RCC 1:1½:3 with Cement, coarse sand and 20 mm gauge gravel including supply of all material, labour T&P etc for proper completion of work Floor

Vertical wall

MS Work including cutting bending & fixing of 8 mm dia MS bar necessary centring shuttering & supply of all labour, material T&P etc complete

Supply & fixing of 150 mm dia CI DF Sluice/Scour Valve

Supply & fixing of inlet outlet, washout and overflow pipes complete 150 mm dia ERW

Provide and lay filter media as coarse sand and graded pebbles in specified layer in RCC R/F Supply of Coarse sand for filter media

6.00 to 25.00 mm dia (Gravel)

25.00 to 50.00 mm dia (Gravel)

wash out pipe

Structural design chart

Supply and fixing of M.S Intake chamber as per departmental drawing and design for water work purpose of size 40.5cm X 40.5cm X 50cm including cartage etc complete

Water Supply Works (Source Protection work-Cross wall) Supply of all materials, labour T&P etc. for construction of Half brick boundary wall 1.5 m hight as per departmental type design at water works required for proper completion of work.

Water Supply Works (Gravity Main) Excavation Excavation for pipe line trenches including lift up to 1.5 m and lead up to 30 m filling, watering and ramming of Excavated the earth into the trenches or into the sides between foundation trenches or into the plinth and removal. In soil mixed with shingle boulders etc. (100 %)

Providing and laying of Pipes Providing of all materials, Carting , laying & jointing fixing and testing of G.I screwed pipe with specials in trenches (including cost of jointing materials like white lead, hemp and oil etc.) testing of pipe (Medium quality) in trenches with cutting, threading etc complete. G.I. Pipe as per IS 1239 'Medium Class' (Class B) 150 mm dia

200 mm dia. MSERW4.8 mm thick pipe

Testing of pipe samples

Protection Work (outside village) Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, and royalties etc. for pipe line works.

Works related to inside village (CWR) 1

Supply of FRP coated MS Bucket type Chlorinator of 25 litres capacity with chlorination arrangements.

Providing and laying of pipes (Distribution network) Excavation for pipe line trenches including lift up to 1.5 m and lead up to 30 m filling, watering and ramming of Excavated the earth into the trenches or into the sides between foundation trenches or into the plinth and removal. In soil mixed with shingle boulders etc. (100 %)

3.4 Providing of all materials, Carting , laying & jointing fixing and testing of G.I screwed pipe with specials in trenches (including cost of jointing materials like white lead, hemp and oil etc.) testing of pipe (Medium quality) in trenches with cutting, threading etc complete. G.I. Pipe as per IS 1239 'Medium Class' (Class B) 20 mm dia

25 mm dia

32 mm dia

40 mm dia

50 mm dia

65 mm dia

80 mm dia

100 mm dia

125 mm dia

150 mm dia

3.5 Testing of pipe samples

25 mm dia

32 mm dia

40 mm dia

50 mm dia

65 mm dia

80 mm dia

Supplying and Fixing of Fire Hydrant Valve IS 5290 (Flanged) Including carting the same up to site of work and fixing the same and water supply line Including the cost of valves, specials, labour and T&P Complete in all respect. 80 mm dia.

Constructing masonry Chamber for sluice valve with a floating coat of neat cement complete as per standard design :With F.P.S. bricks (600x600)

Constructing masonry Chamber for sluice valve with a floating coat of neat cement complete as per standard design :With F.P.S. bricks (450x450)

Constructing masonry chamber for Fire hydrant (60x60x75) cm

House Connections Providing and making house service connections from water supply distribution GI pipe line up to water meter chamber inside the property using GI pipe up to 7 metre length including supply and fixing of electrofusion saddle ,brass ferrules elbow, ball valve etc complete with earthwork, road cutting with restoration works 15 mm

Providing 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 completing. PIPE CONFORMING TO IS : 1239 (PART-1) Medium class (Class 'B'). (It will be used for those houses which are located beyond 7 meter from taping point) 15 mm dia

In soil mixed with shingle boulders etc. (100 %)

Road Dismantling Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202

Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 100 m, stacking serviceable and unserviceable materials separately

Construction of Un-reinforced , Cement concrete pavement, thickness as per design, over a prepared sub base with 43 grade cement or any other type PCC Grade M-30, Coarse and fine aggregate conforming to IS: 383, maximum size od coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges. steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes , compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications.