Providing LIS Damdar in GP Dhangeel Tehsil Kandaghat District Solan HP Sub Head Construction of 1 Intake Chamber 1 Sump well 1 Pump house 1 Delivery tank Providing Laying jointing testing and commissioning of Rising main

Amount

Excavation in foundations, trenches etc., in earth work, lift upto 1.50 mts.stacking the excavated soil not more than 3 metres clear from the edge of excavation & returning the stacked soil in 15 cm.layers,when required into plinths sides of foundations etc.conslidating each depositrd layer by ramming & watering & then disposing of all surplus excavated earth as directed within a lead of 20 metres complete in all respect within all leads and lifts as per the direction of Engineer in Charge.

Excavation in drains and channel etc in earth work in all kinds of soil such as kankar, moorum shingles conglomerate saturated soil and decomposed soft and hard rock hard rock including including dressing of sides and beds, disposing of excavated earth with all leads, lifts disposed earth to be levelled and neatly dressed and then returning the stacked soil into foundation and trenches etc. including ramming and consolidating the same whereever required with all leads, lifts and including jungle clearance and complete in all respect with in all leads and lifts as per the direction of Engineer-in-charge.

Providing, laying, jointing, testing & commissioning in trenches of bevelled ended Galvanized Steel Pipe / flanged/butt welded pipes including cost of flanged bends of all degrees conforming to IS/ISO:3183-2007 latest with upto date amendements with steel grade L-210 grade having wall thickness as specified below and capable of withstanding required test pressure in random length of 4 to 7 meters, including specials, short pieces, bends, reducers, tees etc. made from parent tube.The M.S. flanges are to be provided 1% of total length and remaining 99% joints with butt welded joints as detailed below. The MS flanges shall confirm to BIS 6392-1971 (with latest up to date amendments) duly welded in three layers (one inner and two outer) with pipes at both ends as per relevant BIS standards along with nuts and bolts of required sizes confirming to BIS 1364 (with upto date ammendments). 3mm thick compressed asbestos fiber/ synthetic rubber gaskets confirming to relevant BIS standards. The laying of pipe shall include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, fabrication of bends, tees, valves etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per IS:4736 -1986 (with upto date ammendments) with mass of zinc coating not less than 360 gm/m2. The welding electrodes shall be as per IS 814:2004 of Advani Oerlikon/ L&T or ISI marked make. Negative tolerance in thickness and mass/ weight will not be accepted. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts. (Earth work in trenches, shall be measured and paid for separately). However cost of flanged joints shall be included & shall not be paid extra i/c all leads and lifts complete in all respect as per direction of the Engineer-in-charge.

From RD 0 to 660, Steel pipe, 4.80mm wall thickness, L-290 or X-42 grade(150mm dia )

Laying, jointing, testing & commissioning at site in trenches following plain ended GMS pipe of following dia. as under conforming to BIS 1239 (part-1) 1990 or latest with upto date amendments, capable of withstanding required test pressure as prescribed in BIS code in random lengths of 5.5 to 6.5 mtr. The pipes ends shall be bevelled suitable for butt weld, including the cost of jointing with butt welding conforming to IS 816-1969 or latest as applicable (leak proof) in three layers at site of work with welding rods of standard make and all allied accessories whatever required for welding at site tail pieces tees bends manufactured from parent pipes etc. and cutting of pipes wherever rerquired as per site requirement including carriage in all leads and lifts as directed by Engineer-in-charge (earth work shall be measured and paid for separately). The cost of flanged joints shall be included & same shall not be paid extra.as per the direction of Engineer-in-charge.

Booster stage dia of pipe 150mm

150mm GMS-(MG) from RD 0 to RD 15

Main stage dia of pipe 150mm, G M pipe conforming to IS/ISO 1239- latest with upto date amendments.

150mm GMS (HG) from RD 660 to 840

150mm GMS(MG) from RD 840 to 1800

Providing welding and fixing of M.S. flanges , conforming to following tables as per IS 6392- (Latest with up to date amendments) and welding of MS flanges with GMS/GMSERW pipes in three layers i.e two layer on outer faces and one layer on inner faces to make the joint leak proof (The cost of proving and laying of GMSERW pipes and butt welded joints to be measured and paid for separtely). The welding of flanges shall conform to IS 816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364, the thicthness of gasket not less than 3.00 mm conforming to IS 2712-1998. The work shall be done as per entire satisfactio of engineer in charge with in all leads and lifts.

Booster stage dia of pipe 150mm

RD Table

Main stage dia of pipe 150mm

RD Table

0/0 to 660 = 660m F.T- 28

660 to 840 =180m F.T 28

840 to 1080 =240m F.T 28

1080 to 1560 =480m F.T 17

1560 to 1800 =240m F.T 5

Supply, testing, installation & commissioning at site of star rated enrgy efficient submersible pumping set of KSB/Calama/ Johnston/ Crompton/BS/ SABAR/ Oswal/ Kirloskar/WPIL make conforming to latest relevant BIS Code 8034:1976. The pump should be fitted with bronze impeller or suitable alloys suitable for handling Raw water having greased packed bearings and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft coupled to a submersible squirrel cage electric induction motor (water proof type) of required HP & 2900 rpm/1440rpm of reputed make conforming to BIS 9283-1979 latest with upto date amendments, totally dust and water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear and tear. It should also be fitted with a device to take up expansion of water with the heating of motor. The pump set should include water level guards, erection clamps , cable clips, depth gauge NRV & Sluice valves of approved class & size etc. The work should be completed to the entire satisfaction of the Engineer-in – Charge. The rates shall be for complete Job to run the machinery in proper working and should meet with the detailed design requirements. (Booster/Raw water stage as per data sheet no. 1). The rate shall be quoted with per set rate of pumping machinery. For detailed design parameters/ requirements (Refer Technical specification as per data Sheet No. 1).

The motor shall be suitable for running at 415 volt + - 15 volt atleast. It should include cost of bearing nuts, bolts and painting etc and allied accessories should meet the requirement including Pump sets , All electrical equipments such as Starter, ICTP switches, MCB, Bush bar chamber, MCB, Panel board indicating lamps, Ammeter, Voltmeter, Hour run meter should be of electronic type , incoming and outgoing water proof cable for panel board, Double loop earthing, copper cable pressure gauge, capacitor, common header, sluice valve, NRV including erection and testing complete necessary piping for suction and common header and control valves alongwith electrical works including all taxes, insurance, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc. including specials and wastage etc.complete to the entire satisfaction of Engineer incharge in all leads & lift & carriage of motors upto site of work.

6.94 LPS with 26.50 M Head - 2 sets (Both will work at a time)

PUMPING MACHINERY CENTRIFUGAL:- Supply ,Installation ,Testing & Commissioning of star rated enrgy efficient horizontal spindle, horizontal/ radial split casing/end suctions (back pull out arrangement)single/double/multistage centrifugal pump suitable for operation, in parallel of recommended make such as Mather and platt/KSB/Kirloskar/Jyoti /Beaconweir , ABB/CGL confirming to BIS-1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting Raw water for under mentioned characteristics with Bronze with 2.5% Nickel impellers, dia of 405mm priming funnels, casing ring and shaft sleeves of bronze/ steel, shaft of SS:410/AIS 1431 Chrom in plated with cast iron casing coupled directly through a flexible coupling on a Common MS base plate to squirrel cage screen protected drip proof induction motor, totally enclosed fan cooled motors/CACA motors of standard make such asKirloskar/BHEL/ Crompton/NGEF/GEC/Siemens/ Area Brown Boven and suitable for operation on 415+-15 volt atleast,50 cycles/second 3 phase AC electric supply. The power of electric motor/motors should be at least (+) 10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15% of the duty point head. The motor/motors should be as per IS: 325-1978 with upto date amendments read with IS:900-1972. The starting current of the motor shall be limited to not more than 4.5 to 5 times of full load current. The motor shall be suitable of running at 415 volt+ - 15 volt atleast. It should include cost of bearing nuts, bolts and painting etc and allied accessories should meet the following requirement, All electrical equipments such as Starter, ICTP switches, MCB, Bush bar chamber, MCB, Panel board indicating lamps, Ammeter, Voltmeter, Hour run meter should be of electronic type , incoming and outgoing water proof cable for panel board, Double loop earthing, copper cable pressure gauge, capacitor, common header, sluice valve, NRV including erection and testing complete necessary piping for suction and common header and control valves alongwith electrical works including all taxes, insurance, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc. including specials and wastage etc.; complete as per Tender Specifications and instruction of Engineer in charge. For detailed design requirements please refer data sheet No. 2.

6.94 LPS with 390 M Head - 2sets (Both will work at a time)

Providing and laying cement concrete work 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in : Foundations, footings bases of columns and the like and mass concrete. complete in all respect within all leads & lifts as per the direction of Engineer-in-charge.

Providing and laying cement concrete 1:4:8 (1 cement:4sand:8 graded crushed stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth including carraige of material in all leads and lifts as per the direction of Engineer-in- charge.

Providing and laying cement concrete 1:5:10 (1 Cement: 5 Sand:10 Graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundationincluding carriage of material in all leads and lifts as per direction of Engineer-in-charge.

Providing and laying cement concrete work using concrete mix of "M-20 design mix with" graded stone aggregate 20mm & down gauge nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- the concrete mix shall not be leaner then CC1:2:4 including carraige of material in all leads & lifts as per the direction of Engineer-in- charge.

Foundation, Footing & Bases of column

Column, pillars and struts upto floor two level

Suspended floors, roofs, landings and shelves and their supports, balconies, beams ,griders bressumers and cantilevers upto all floor level.

Lintels, beams ,griders bressumers and cantilevers upto all floor level.

Brick work using common burnt clay building bricks (IInd class) in super structure above plinth level upto floor two level in cement mortar 1:6 (1cement:6 sand) .complete in all respect with in all leads and lifts and as per the direction of Engineer-in-charge.

Providing and laying cement concrete work using concrete mix of design mix M-30 but not leaner than CC 1:1.5:3 with graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work plain concrete work in

In Wall

In Foundation Footing etc.

Providing mild steel/tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level including carriage of material in all leads and lifts as per the direction of Engineer-in-charge.

Providing and Fixing anodised aluminium work (JINDAL) or any other approved make ) for door,window,ventilators and partition with extruded built up standard tubular and other sections of approved make confirming to IS 733 and IS 1285 anodised transparent or dyed to required shade according to IS 1868.(minimum anodic coating of grade AC 15) fixed with rawl plug and screws or with fixing clips,or with expansion hold fastener including necessary filling up of gaps at junctions at top,bottom and sides with required PVC.neoprene felt etc. Aluminium section shall be smooth rustfree,straight,mitred and jointed mechanically where ever required including cleast angle,aluminium,snap beading for glazing/panelling C.P. brass/stainless steel screws . All complete as per architectural drawings complete in all respect within all leads and lifts as per the directions of Engineer-in-Charge.

Providing and fixing anodized aluminium shutters of doors,windows & ventilators including providing and fixing hinges/pivots and making provision for fixing of fittings whereever required including the cost of PVC/neoprene gasket as required (fittings and glazing/ panelling shall be paid for separately)

Providing and fixing anodised alluminium wire gauge shutters for doors and windows

Prov.form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm,so as to give a fair finish i/c centring shuttering,strutting & propping etc. with wooden battens & ballies,ht. of propping & centring below supporting floor to ceiling not exceeding 4.00 mts. & removal of the same for in situ-reinforced concrete & plain concrete work :-

Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors upto 200mm kin thickness.

Beams,cantilevers,girders & lintels, sides & soffits of beams, haunching, cantilevers, bressumers 1.00 mts. In depth in all heights from floor.

Edges of slabs and breaks in floors & walls under 20 cms. Wide.

Columns,pillars,posts & struts upto floor two level.

Vertical surfaces such as wall

Foundation & footing

Providing and Fixing 10mm thick anti skid water proof stain and impact resistance heavy duty vetrified tiles (NITCO or equivalant make) 600x600mmx10mm manufactured of approved shade and colour in flooring,treads of steps and landings laid over 12mm thick cement mortar 1:3(1 Cement :3 Sand) jointed with cement slurry mixed with pigment to match the shade of tiles as required complete in all respect within all leads and lifts as per the directions of Engineer-in-Charge.

20mm cement plaster in single coat of rough sides of bricks/concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6 (1cement:6sand) including all leads and lifts complete in all respect as per the direction of Engineer-in-charge.

Pointing on brick masonry in cement mortor 1:3 (1 cement:3 sand) RULED including all leads and lifts complete in all respect as per the direction of Engineer-in-charge.

6 mm cement plaster to ceiling in CM 1:4 (1Cement :4 Sand) including all leads and lifts complete in all respect as per the direction of Engineer-in-charge.

Providing plinth protection 50mm thick in cement concrete 1:3:6 (1cement:3sand:6 graded stone aggregate 20mm nominal size) including finishing of the top surface of concrete smooth .including all leads and lifts complete in all respect as per the direction of Engineer-in-charge.

Providing under layers for plinth protection of 75 mm thick( unconsolidated) bed dry brick / stone aggregated 40 mm nominal size will rammed & consolidated & grouted with fine sand including preparation of gruond.including all leads and lifts complete in all respect as per the direction of Engineer-in-charge.

Steel work welded in built up sections, including cutting sections, including cutting, hoisting, fixing in position and applying a priming coat of red lead paint In gretings, framed guards, bars ladders railings brackets and similar worksincluding all leads and lifts complete in all respect as per the direction of Engineer-in-charge.

Providing/Fixing 0.60mm thick prepainted steel sheet (TATA or any other approved make)in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyester (RNP) organic coating of 20 microns over 5 microns primer coating to back coat of polyester of 5 micron over 5 micron primer coating including fixing with prepainted iron J or L hooks, bolts & nuts 6mm dia with prepainted limpet and rubber washers complete with all accessories as required within all leads and lifts as per the direction of Engineer-in-Charge .

Providing/Fixing ridges or hips 60cm overall with 0.60mm thick prepainted steel (TATA or any other approved make) sheets in roofing with hut dipped metallic zinc coated sheets with top coat of regular modified polyesters organic coating of 20 microns over 5 microns primer coating + back coat of polyster of 5 microns over 5 microns primer coating including fixing with prepainted iron J or L hooks, bolts & nuts 6mm dia prepainted G.I. limpet and bitumen washer complete with all accessories as required within all leads and lifts and as per the direction of Engineer-in-Charge.

White washing with lime on undecorated walls surface (two coats) to give an even shade including thoroughly brooming the surface dirt dust mortar dirt and other foreign matter.including all leads and lifts complete in all respect as per the direction of Engineer-in-charge.

Finishing wall with water proofing cement paint of approved brand & manufacture & of required shade on undecorated wall surfaces (two coats) to give an even shade after thotoughly brushing the surface to remove all dirt & remains of loose powdered materials. complete in all respect within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing M.S.fan clamp (Type-I of 16mm dial M.S. Bar bent to shape with hooked ends in RCC. Slab during laying including painting the exposed portion of loop all as per standard design complete.including all leads and lifts complete in all respect as per the direction of Engineer-in-charge.

Providing 40x3mm flat iron hold fast 40cm long including fixing to frame with 10mm dial meters bolts and nuts and wooden plug and embeding in cement mortar block 30x10x15cm (1:3:6(1cement:3sand:6 graded stone aggregate 20mm nominal size.

Providing and fixing following anodized aluminium fittings of anodized transparent and shade with necessary screw etc.complete

(a) Sliding door bolts 250x16mm.

(b-i) M.S. tower bolts (Barrel type) leads and lifts. 200x10mm.

(b-ii) M.S. tower bolts (Barrel type) leads and lifts. 150x10mm.

(b-iii) M.S. tower bolts (Barrel type) leads and lifts. 100x10mm.

(c-i) M.S. handles 125mm dia

(c-ii) M.S. handles 100mm dia

P/F aluminium Grills of required pattrens including fixing with steel screws complete in all respect within all leads and lifts as per the direction Engineer-in-charge .

Half brick masonry in common burnt clay building in cement mortor 1:4 (1Cement:4 Sand) complete in all respect within all leads and lifts as per the direction Engineer-in-charge .

Construction of PCC drain concrete mix of 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 20 mm nominal size) and curing complete including cost of centring and shuttering in Foundation and Plinth (size 450 x 450 mm) complete in all respect within all leads and lifts as per the direction Engineer-in-charge .

Construction of PCC drain concrete mix of 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 20 mm nominal size) and curing complete including cost of centring and shuttering in Foundation and Plinth (size 300 x3 00 mm) complete in all respect within all leads and lifts as per the direction Engineer-in-charge .

Providing & fixing Flood Light in all accessories complete in all respect within all leads & lifts and as per the direction of Engineer in Charge.

Providing and fixing M.S Ladder including all leads and lifts complete in all respect as per the direction of Engineer-in-charge.

Laying, jointing, testing GI pipe (L) class 40mm including all leads and lifts complete in all respect as per the direction of Engineer-in-charge.

Rajesh Bhardwaj

SANJAY AGGARWAL

Surjeet Singh Thakur