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

Rates for Retrofitting of Rampur Lamachaur Water Supply Scheme including Distribution Pipe Lines & FHTC etc. situated in Kotabagh Block of District Nainital.

Boundary 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 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 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. MSERW 4.8 mm thick pipe

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.

Pipeline Work

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 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

Testing of pipe samples

25 mm dia

40 mm dia

50 mm dia

65 mm dia

80 mm dia

200 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 (600mm x600mm)

Constructing masonry Chamber for sluice valve with a floating coat of neat cement complete as per standard design :With F.P.S. bricks (450mmx450mm)

Constructing masonry chamber for Fire hydrant (60x60x75) cm

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

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 %)

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.

RCC Water Collection Chamber

Excavation in hard rock by blasting with stacking of usefull materials with in 60 m. (200 ft). requiring the use of specials 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.

Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MS ERW Pipes grade Yst 210, Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc MS ERW Pipe 200 mm dia 4.8 mm thick.

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

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

Centring and shuttering at all levels including strutting, propping etc.

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 3.00 to 10.00 mm dia (Gravel)

10.00 to 20.00 mm dia (Gravel)

20.00 to 35.00 mm dia (Gravel)

Steel Fabricated Mess(Size 2X2 mtr.)

RR 1:6 Pillar

Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge GI wire 8 gauge BWG

Wash out pipe

Structural design chart

M/s Govind Singh Bisht (BID ID -355685)