Bhatronj Richi Thapal MVS Pumping WS Scheme Block Betalghat Nainital

Amount

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 complete.G.I. PIPE CNFORMING TO IS : 1239(PART-1)Medium Duty (Class 'B')

15 mm dia

20 mm dia

25 mm dia

32 mm dia

40 mm dia

50 mm dia

65 mm dia

80 mm dia

Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of following Rising Main Pipe, Jointing by electric welding process with proper grade of electrodes suitable for jointing of water supply pipe lines (Adore, L&T or equivalent quality of electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete.

MSERW Yst 210 grade Pipes 150 mm dia, 5.6 mm thick

Excavation 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. Assuming that 10% pipe line will be laid open, rest will be laid into the trenches.

In Soil mixed with boulders and bajari

Medium Rock

Supply and fixing of valves in pipeline including cuting, threading of pipeline with fittings, materials, labours, T&P etc complete. Wheel valves (Class-I) as per IS: 788/1997

25mm dia

32mm dia

40mm dia

50mm dia

65mm dia

80mm dia

Supply of all materials, labours, T&P. etc.and construct Gate valve/Wheel Valve chamber as per type design complete.

Gate valve chamber 0.6*0.6*0.75

Sluice valve chamber 0.90 M. X 0.90 M. X 1.00 M.

Supply and fixing of following sizes of sluice valves including all T&P material for completion of work for following sizes for rising main.

150 mm dia. Cast steel Sluice Valve, W.P. 50 Kg/cm2

Supply and fixing of following sizes of reflux valves including all T&P material for completion of work for following sizes for rising main.

150 mm dia. Cast steel Reflux Valve, W.P. 50 Kg/cm2

Supply and fixing of following sizes of Air valves including all T&P material for completion of work for following sizes for rising main.

50 mm dia. Air Valve, W.P. 30 Kg/cm2

Painting on steel work with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade. Two or more coats on new work.

External surface of MS ERW Pipe 150 mm dia.

Identify house Hold without FHTC in Revenue Village under this water supply scheme and making FHTC connection of them , with the existing G.I. pipe line, and including excavation of pit ,bailing out of water ,cutting and threading of pipes, special whatever required for connection ,supply and fixing of ferruls, ciamp shedals, i5 mm dia brass bib cock, testing etc complete and also subsequent back filling of excavated earth complete in all respect and providing detail of H.H. in given Format .

Supply of all materials, labour T&Petc complete to construct CWR as per drawing includung all pipes & fittings complete.

RCC CWR 3KL

RCC CWR 5KL

RCC CWR 7.5KL

RCC CWR 10KL

RCC CWR 12.50 KL

RCC CWR 15 KL

RCC CWR 20 KL

RCC CWR 35 KL

RCC CWR 40 KL

Supply of all Materials,Labours,T&P etc.and Construct a Duty room with toilet and store Size (3.00 m x 2.50 m) as per Design and Drawings, including Cost of all Labour, material, T&P and all Complete also including all finishing and painting works, internal and external electric fittings, appron, rain water down pipe and drain surrounding of building at ground level,. as per direction of Engineer in charge.

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. (15.56)

Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth Cement mortar 1:6 (1 cement : 6 coarse sand) ( 6.4.2 )

12 mm cement plaster of mix 1:6 (1 cement : 6 fine sand) (13.1.2)

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on bothfaces of shutters:30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (9.21.2)

Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 250x16 mm (9.62.2)

Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :150x10 mm (9.63.3)

Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :100 mm (9.66.2)

Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20mm nominal size)(22.14.1)

Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. (13.91)

Finishing walls with Acrylic Smooth exterior paint of required shade :Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface (13.111.1)

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: One or more coats on old work (13.99.1)

Earth work in excavation by mechanical means (Hydraulic Excavator) / 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 bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

In all kind of soil (2.8.1)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinthlevel,1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) (4.1.8)

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering finishing and reinforcement -all work up to plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 grad aggregate 20 mm nominal size) in foundation & footings. (5.1.2)

Centering and shuttering including strutting, roping etc. and removal of form for Foundation raft & tie beams (5.9.1)

Reinforcement in RCC work including straightening, cutting, bending, placing in position and binding, using Thermo-Mechanically Treated bars all complete.

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, labour, T&P and royaltiies etc.

RR 1:6 Stone Masonary

M/s Kashmirilal Constructions Pvt. Ltd.