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

Supply of all mateials,labour T&P etc. for construction of RCC Boulder Filled Gallery complete in all respects 4 M.

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 roppingetc 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 Footing

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

RR Stone mesoonary in proportion of 1:4 cement sand or bazari mortar including supply of all material labour T&P etc required for proper completion of work

Stone pitching where necessary including supply of all material labour and T&P etc

Supply & fixing 40 mm dia for scour, outlet & wash out valves

Supply & fixing 40 mm dia pipe for inlet, outlet connection

Supply & fixing of perforated pipe for inlet 40 mm dia GI(M)

Diversion of water of gadhera by providing pipes, sand bags, labour& all other unforseen items

PCC in 1:2:4 with Cement, local sand and 20 mm gauge stone ballast including supply of all material, labour T&P etc for proper completion of work

RCC Intake Chamber for spring (90x90x90) cm 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

Same as above in medium rock

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

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

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

Centring& shuttering including strutting roppingetc and removal of form work Raft

Outer wall

Inner wall

Fixing of inlet overflow pipe, outlet washout 40 mm dia with supply of material including cartage

Supply of all mateials,labour T&P etc. for construction of SCC cum roughening filter complete in all respect A. SCC Chamber and Wing Wall Earth work in excavation

PCC 1:4:8 in bed

PCC 1:2:4 in bed

CR stone masonary 1:4 cm

RR dry stone masonry in stone screen wall

20 thick plaster on inner face of chamber in 1:2 cm

40 thick PCC 1:2:4 copimg

75 to 150 mm size boulder filling in spring intake

40 thick chamber cover RCC 1:2:4

MS Work in cover (1% of RCC)

B. Roughning Filter Earth work in excavation

PCC 1:4:8 in foundation

PCC 1:2:4 in base

CR stone masonary 1:4 cm

RCC 1:2:4 in wall, slab etc

MS Work in cover (1% of RCC)

Inside chamber

Raised pointing on exposed surface

20 thick PCC 1:2:4 floor for chamber

40 thick PCC 1:2:4 copimg

MH Cover with locking arrangement 600 x 600

Gravel filling 6 mm to 19 mm

10 mm to 25 mm

25 mm to 37.5 mm

Connection pipe betweem chamber 90 PPR

50 mm dia GI medium class pipe fitted with socket & plug at outer end for washout

50 mm dia GI medium class pipe fitted with GI Wire Mesh at outer end for washout

CI Foot Steps plastic coated

Painting black japan paint two coats over one primer coat on MS work i.e. MH Frame & Cover

WPC paimt on exposed surface of approved quality (same as painting)

Unforeseen items

Supply & fixing of Gabion Structure

Supply Main Work

Excavation of earth for pipeline in following strata lift upto 1.5 m lead upto 30 m including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60 m from trenches including supply of labour, T & P etc.all complete As per site condition it is assuming that 90% pipe line is laid in trenches, it is estimated that 60 % excavation will be in soil mixed with shingle, bajari and boulders and rest 40% will be in medium rock Soil mixed @70%

Medium Rock @30%

Providing of all materials, Carting from site store to site of work,Laying& jointing of GI (M) screwed pipes (including supply of all jointing materials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete. 25 mm dia

32 mm dia

40 mm dia

Testing of pipe sample

Providing & fixing of Woltman type bulk water meter inline type flange end with integral mounted display and all necessary fitting etc complete 50 mm dia

Protection Work (outside village)

RR stone masonary laid in 1:6 cement sand mortar in breast walls parapets scuppers etc including supply of all materials and royalties

Cartage of pipe and specials from rail head to site of work complete

Work related to inside village (CWR)

Supply FPR coated MS bucket type chlorinator of 25 liters capacity with chlorination arrangement

Distribution Network

Excavation of earth for pipeline in following strata lift upto 1.5 m lead upto 30 m including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60 m from trenches including supply of labour, T & P etc.all complete assuming that 90% pipe line is laid in trenches, it is estimated that 75% excavation will be in soil mixed with shingle, bajari and boulders and rest 25% will be in medium rock Soil mixed @70%

Medium Rock @30%

Providing of all materials, Carting from site store to site of work,Laying& jointing of GI (M) screwed pipes (including supply of all jointing materials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete. G I PIPE (M) 20 mm dia

25 mm dia

32 mm dia

40 mm dia

50 mm dia

Testing of pipe sample

25 mm dia

32 mm dia

40 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 (450x450)

Providing and fixing Woltman type bulk water meter inline type flange end with integral mounted display and all necessory fitting etc complete 50 mm dia

Protection Work (inside village)

RR stone masonary in 1:6 cement sand mortar in foundation and plinth including supply of all materials,labour,T&Petc,required for the proper completion of the work.

Cartage of pipe and specials from rail head to site of work complete sand grit etc from query site

House Connections & restoring existing connection

Providing and Making house service connection from water supply distribution G.I. pipe line upto water meter chamber inside the property using GI pipe up to 7 meter length including supply and fixing of electrofussion saddle brass ferrules elbow ball valve etc complete with earth work road cutting with restoration work 15 mm dia

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 etccomplete.G.I. PIPE CONFORMING TO IS : 1239(PART-1).Medium Duty (Class 'B') (it will be used for those house which are located beyond 7 meter from taping point) 15 mm dia

Providing & fixing of Washbasin

Dismantling of flexible pavements and disposal of dismanteled material up to a lead of 100 m. stacking serviceable &unserviesible materials seperately as per technical specification

Constructing of unreinforced cement, concrete pavment 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 conforminti IS 383 Maximum size coarse agggregate 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 site

M/S Shree Hariom Sharma Construction