Reinforcement work of Pipeline Scheme in Rajpur Road Vidhan Sabha under South Division, Dehradun

Rates for Reinforcement work of Pipeline Scheme in Rajpur Road Vidhan Sabha

UPPER ZONE (Karanpur and Dobhalwala Area)

(Dismantling of cement concrete pavement 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 1000 metres, stacking serviceable and unserviceable materials separately.

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 Bituminous Courses . Bituminous Course

Granular Courses

Excavation in soil mixed with single bouldres etc. requireing 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.

Local cartage of 63 mmHDPE/ MSERW Pipe & Specials from central store to site of work in different narrow streets inside city area by tempo / Hand rikshaw or by truck including loading & unloading complete.

Providing, Lowering into trenches with true to alignment, Laying & Jointing of full lenghts of HDPE Pipes/ MSERW Pipe of specified grade as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials.in PN6 PE-63Grade,PN-10.0( 10.0 Kg/Cm2) Dilaram Bazar (63 mm dia HDPE)

Panjali Store Street Rajpur Road (63 mm dia HDPE)

Sai institute Street Rajpur Road (63 mm dia HDPE)

Rahul Kunar Street Karanpur Nadi Rispna (63 mm dia HDPE)

Khalil Matil Street Sewak Akshram Road (63 mm dia HDPE)

Ravidas Mohalla (63 mm dia HDPE)

Devika Rani Street (63 mm dia HDPE)

Ratan Chowk DL Road Samne (63 mm dia HDPE)

Rajpur Road Black Paper Back Side Street (63 mm dia HDPE)

Old Survey Road Pandit ji Street (63 mm dia HDPE)

Raj plaza wali Gali Rajpur Road (63 mm dia HDPE)

Anup Place Rajpur Road (63 mm dia HDPE)

Varma Gali Rajpur Road (63 mm dia HDPE)

Green Velly (63 mm dia HDPE)

Green Velly Puliya Se Luthra Home(63 mm dia HDPE)

Atik Motor cicle Wali Gali Aomkar Road (63 mm dia HDPE)

Dangwal Marg (63 mm dia HDPE)

Aarya Samaj Street Karanpur (90mm dia HDPE)

Masinghwala

Bangali Mohalla Dairy Wali Gali

Rajpur Road Media management institute Street

Nalapani Road Prime School Street

DL road 90 mm dia

Behl Chowk to Cross Road Mall

Neshwila Road Gate No.4 (90mm dia HDPE)

Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of 150 mm dia 4.8mm thick 150 mm MSERW Pipes grade 4.80 mm thick Yst 210, confirming to IS: 1978 - 1982, 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 complete. Police Chowki To Ratan Chowk DL Road

Vaish Nursing Home toChawla Chowk Karanpur

Making connection with the existing M.S. Galvanised mains of upto 25 mm nominal dia, including cutting and threading of pipe, bailing out water,fixing, if required, specials and testing etc. complete, but excluding cost of insertion pipes and specials besides boring out (and also subsequent back fill) existing main. 50mm-80mm

Shifting of private connection from old pipe line to new pipe line including t&p etc complete.

Shifting of house hold sewer Domestic connection lincluding suppy of the material, labour t&p etc required for the proper completion of work.(damage due to work)

Cartage of C.I./C.S. Sluice or Reflex Valves of 50 to 125mm dia sizes to the site of work, lowering in already prepared trenches and fixing them in position, but excluding cost of earth work and all material.

Constructing masonry Chamber 60x60x75 cm inside, in brick work incement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, withC.I.surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of classdesignation 7.5

Constructing masonry Chamber 90x90x100 cm inside, in brick work incement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, withC.I.surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of classdesignation 7.5

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size).P.C.C. grade M 20 Nominal mix (1:2:4)

Site clerance and disposal of surplus earth/ excavated material from narrow streets to outside of city area.

JHANDA ZONE

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 Bituminous Courses . Bituminous Course

Granular Courses

(Dismantling of cement concrete pavement 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 1000 metres, stacking serviceable and unserviceable materials separately.

Excavating in trenches of required width for pipes including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m including getti out the excavated soil and then returning the soil as required, in layers not exceeding cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :for laying of Pipes in All kinds of soil.

Lowering in to trenches with true to alignment, laying & jointing of full lenghts of HDPE pipes of specified garde as per IS:4989-1995 Dandipur mohalla near kala ji residence

Luniya mohalla Jangum Shivalaya to Kabir Dairy

Ansari marg near Kalika mandir

Gopinath Mandir wali gali Luniya Mohalla

Kanwali Road

Interconnection of following size pipe Excluding cost of material 200 mm dia DI with 110 mm dia HDPE

Cartage of HDPE pipe from store to site of work by truck including loading & unloading.)

Cartage of C.I./C.S. Sluice or Reflex Valves of 50 to 125mm dia sizes to the site of work, lowering in already prepared trenches and fixing them in position, but excluding cost of earth work and all material. (Labour cost only) 100 mm dia

Providing and fixing of C.I. D/F Sluice valve confirming to IS 14846-2000 in Position etc complete 100 mm dia

Repairing of existing private water connection due to laying of new pipe line pipe including t&p etc complete

Repairing of existing private Sewer connection due to laying of new pipe line pipe including t&p etc complete

C.C 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) in road repairing cement concrete pavement by mechanical or mannual means (for road repairing & restoraion of ramp, stair steps, Drain etc.)

Providing and erecting temporary barricading at site as per direction of Engineer-in charge which includes writing and painting,arrangement for traffic diversion such as traffic signals during construction at site for days and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-charge.

Disposal of extra excavated earth from site to outer of city by tractor trolly.

Dharampur Zone

Barricading in two rows and necessary diversion of path and where as necessary with the help of ballies, ropes, flags, signal and light signal caution boards etc. As per direction of Engineer-in-charge

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 By Manual Means Bituminous Courses Bituminous Course

Granular Course

(Dismantling of cement concrete pavement 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 1000 metres, stacking serviceable and unserviceable materials separately.

Excavation in soil mixed with single bouldres etc. Requireing the use of specials T&P, if any, for pipe line trenches including with back filling, watering, ramming of excavated earth in the trenches. Excavation in Soil mixed with morum,shingle & kankar etc. using of any specials T&P, if required.

Cartage of following pipes, specials & fittings from store to the site of works, lowering them into trenches, laying true to alignment & gradient, laying & joining of pipe line including cutting & threading of pipe for making up lengths as required for proper completion of work.

Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MSERW Pipes grade Yst 210, confirming to IS: 1978 - 1982, 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 complete. MSERW Line Pipe 200 mm dia(4.80 mm Thick). Confirming to BIS: IS / ISO 3183 / 2007 for mohini road

MSERW Line Pipe100 mm dia (4.80 mm Thick). Confirming to BIS: IS / ISO 3183 / 2008 for balbeer road

MSERW Line Pipe 250 mm dia(4.80 mm Thick). Confirming to BIS: IS / ISO 3183 / 2009 for chandar nagar

Supply and fixing of 250mm dia valves and fittings ISI mark medium class for chandar nagar

Supply and fixing of 200mm dia valves and fittings ISI mark medium class for mohini road

Making connection with the existing M.S. Galvanised mains of upto 25mm nominal dia, including cutting and threading of pipe, bailing out water,fixing, if required, specials and testing etc. complete, but excluding cost of insertion pipes and specials besides boring out (and also subsequent back fill) existing main. 100mm-150mm

Cartage of C.I./C.S. Sluice or Reflex Valves of 50 to 125mm dia sizes to the site of work, lowering in already prepared trenches and fixing them in position, but excluding cost of earth work and all material.

Disposal of building rubbish/malba/similar unserviceable, dismantal or waste material by mechinical means, including loading, transporting, unloading to approve munciple dumping ground or as approved by engineer incharge beyond 50 initial lead, for all leads including all lifts involved

Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

Constructing masonry Chamber 120x120x120 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.6

Shifting of house hold sewer Domestic connection lincluding suppy of the material, labour t&p etc required for the proper completion of work.(damage due to work)

Shifting of private connection from old pipe line to new pipe line including t&p etc complete.

Site clerance and disposal of surplus earth/ excavated material from narrow streets to outside of city area.