Engineering, procurement, construction , testing , commissioning , trial run for retrofitting of various ongoing WSS to achieve FHTC under SHRI NAINA DEVI JI Constituency Distt. Bilaspur (H.P.) under Jal Jiwan mission (Har Ghar Ko Nal Se Jal) in sin

Amount

SCHEDULE B1 CIVIL WORKS (RAIN WATER HARVESTING STRUCTURE OVER GAMBHROLLA KHAD, WTP ,Construction of Pump house, Construction of Storage tanks etc.)

Cutting in earth work in all kind of soil such as pick work, jumper work including saturated soil and disposal of excavated earth in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Excavation in foundation trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in soft/hard rock, chiseling wedging out of rock where blasting in prohibited saturated soil including bailing / pumping out of water, stacking the excavated soil in all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then deposing of all surplus excavated earth as directed within all leads and lifts with bailing out or pumping out water during excavation in foundation.

Providing and laying cement mortar 13:6 (1cement: 3sand: 6 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced wortk in foundation and plinth and to the entire satisfaction of the Engineer-in-charge.

Providing and laying cement conctgete 1:2:4 (1cement: 2sand: 4 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and rein forcement for reinforcement work in foundation and plinth and to the entire satisfaction of Engineer - In - Charge.

Providing and laying cement concrete design mix M-25 but not leaner than 1:1½:3 20mm nominal size) and curing complete e excluding the cost of form work foundation and plinth in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Providing and laying cement concrete design mix M-25 but not leaner than 1:1½:3 20mm nominal size) and curing complete e excluding the cost of form work and reinfrocement for reinforced concrete work in

(i) Wall in any thickness but not less than 0.1mtr thickness attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level and to the entire satisfaction of the Engineer-in-charge.

Providing and laying cement concrete 1: 1½:3 (1cement: 1½ sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcment for reinforced concrete work in foundation and plinth and to the entire satisfaction of the Engineer-in-charge.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centering shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor two ceiling not exceeding 4 mtr and removal of the same for in-situ reinforced concrete and plain concrete work in all lead and lifts.

Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters buttresses, plinth and string courses and the like and to the entire satisfaction of the Engineer-in-charge.

Providing laying of tor steel reinforcement for RCC work including bending binding and placing in position complete in all depths and heights and to the entire satisfaction of the Engineer-in-charge.

Wire crates of G.I wire filled with boulder with square cut faces agianst the wire (GI wire to be measured and paid for separately) for launching apron G.I wire 5.00 mm thick corresponding to SWG-6 in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Wire crates made of GI wire filled with boulders with square cut faces against the wire (boulders filling to be measured and paid for separately) with GI wire 5.00mm thick corresponding to (SWG-6) of 15x15 cm mesh including entire carriage of materials within all leads and lifts.

Design / Drawing fabrication supply and erection of structural steel vertical lift crest gate, as per IS: 4622 with skin plate stiffeners, ballast weight, girders, embedded parts, sill beam, fitted with stainless steel flat, tract beam and sealing frame fitted with stainless steelflat, coller, rubber seals etc.complete with hoist bridge including erection , hoisting arrangement complete in all respect as per approved design and as per satisfaction of the Engineer-in-charge.

Providing, installation, testing and commissioning of Water Treatment Plant of 0 .96 MLD capacity ( in the shape of rapid sand filter) of RCC construction in concrete design mix of grade M-30 (for hydraulic structures) & M-30 ( for building work) as per proper design & drawing with all structural requirements including cost of construction of cutting for site development , C/o. retaining wall ,civil works, hoisting and errection of all steel works, providing and installation of all mechanical Electrical equipments/accessories, laying of all interconnecting GI/MSERW pipes and scouring arragements from all units with disposal of the same to appropriate place i.e. nearby nallah/khud/natural drainage, all types of valves, fittings and all other contingent works including cost of site development to adjust hydraulic levels as per proper layout contour plan at left bank of Gambhrolla khad near exsiting LWSS khui Meathi & capable of taking input and giving output as laid down in chapter-1 of NIT under all climatic conditions specified therein. The treatment plant includes C/O. Inlet chamber, Raw Water Tank,Presetteling tank,pashal flume, Alum solution tanks, Alum solution dozer, Lime solution tanks, Flash mixer , flocculator, Settling tank, Rapid Sand Filter, Back wash arrangement, Back wash pump and piping, Back wash pump house, Disinfection, Clear water tank, Foundation of various units, By Pass arrangement, Scour arrangement, Plant Building, Bearing capacity test, Laboratory equipment and furniture , Interconnecting paths, Walk ways, Boundary Wall, Inlet channel with ultra sonic channel flow meter, Chemical house with chemical handling and feeding arrangements, Providing and fixing of lighting arrangements with CUB LED lights of 25 Watts with in the boundry limit of plant area, The hydraulic design & capacity/sizes of all the important units shall be based on latest guidelines of Manual of Water Supply and Treatment published by CPHEEO, Ministry of Urban development (GOI) New Delhi. The structural design of various units shall strictly conform to relevant BIS Codes and specifications. Refer to Data Sheet No. - 1 and Common design parameter for further details )( LWSS Kallar Chharol)

Providing, installation, testing and commissioning of Water Treatment Plant of 0 .46 MLD capacity ( in the shape of rapid sand filter) of RCC construction in concrete design mix of grade M-30 (for hydraulic structures) & M-20 ( for building work) as per proper design & drawing with all structural requirements including cost of construction of cutting for site development , C/o. retaining wall ,civil works, hoisting and errection of all steel works, providing and installation of all mechanical Electrical equipments/accessories, laying of all interconnecting GI/MSERW pipes and scouring arragements from all units with disposal of the same to appropriate place i.e. nearby nallah/khud/natural drainage, all types of valves, fittings and all other contingent works including cost of site development to adjust hydraulic levels as per proper layout contour plan at left bank of Gambhrolla khad in village Sai Kanaita(Opposite of Village Noa) & capable of taking input and giving output as laid down in chapter-1 of NIT under all climatic conditions specified therein. The treatment plant includes C/O. Inlet chamber, Raw Water Tank,Presetteling tank,pashal flume, Alum solution tanks, Alum solution dozer, Lime solution tanks, Flash mixer , flocculator, Settling tank, Rapid Sand Filter, Back wash arrangement, Back wash pump and piping, Back wash pump house, Disinfection, Clear water tank, Foundation of various units, By Pass arrangement, Scour arrangement, Plant Building, Bearing capacity test, Laboratory equipment and furniture , Interconnecting paths, Walk ways, Boundary Wall, Inlet channel with ultra sonic channel flow meter, Chemical house with chemical handling and feeding arrangements, Providing and fixing of lighting arrangements with CUB LED lights of 25 Watts with in the boundry limit of plant area, The hydraulic design & capacity/sizes of all the important units shall be based on latest guidelines of Manual of Water Supply and Treatment published by CPHEEO, Ministry of Urban development (GOI) New Delhi. The structural design of various units shall strictly conform to relevant BIS Codes and specifications. Refer to Data Sheet No. - 2 and Common design parameter for further details )( LWSS Kallar Chharol)

Pump House:- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) of Pump House including all allied Civil Works, internal & external Electrical work wiring, Sanitay work, excavation in foundation in all kinds of soils, C/o. Toilets, C/o. Septic Tanks of capacity for 10 No. users, including cost of site development required as per site condition, alongwith all allied accessories and painting with asian apex ultima with priming coat and wall putty complete as directed by engineer in charge. The contractor shall provide 6 sets of approved drawing with design and one soft copy to the department after approval. Refer to Data Sheet No. 3 and Specification of pump house)

Pump House at LWSS Tanbol Zagatkhana

Pump house at LWSS Kallar Chharol

Construction of storage tank under LWSS Tarsooh and Lehri Refer Data Sheet No. 4.1 for further details ) Node-C

Construction of storage tank under LWSS Tarsooh & Lehri Refer Data Sheet No. 4.2 for further details ) Node-D

Construction of storage tank under LWSS Tarsooh and Lehri Refer Data Sheet No. 4.3 for further details ) Node-E

Construction of storage tank under LWSS Malaun Meoth Refer Data Sheet No. 4.4 for further details )

Construction of storage tank under LWSS Dabour Kohal Kattal Refer Data Sheet No. 4.5 for further details )

Construction of storage tank k under LWSS Dabour Kohal Kattal Refer Data Sheet No. 4.6 for further details ) Node-D

Construction of storage tank under PC Habitation of village sai Noruan, Ghayal etc.of LWSS Namhol Refer Data Sheet No. 4.7 for further details )

Construction of storage tank under PC Habitation of village sai Noruan, Ghayal etc.of LWSS Namhol Refer Data Sheet No. 4.8 for further details )

Construction of storage tank underPC Habitation of village sai Noruan, Ghayal etc.of LWSS Namhol Refer Data Sheet No. 4.9 for further details )

Construction of storage tank under LWSS Tanbol Zatatkhana Refer Data Sheet No. 4.10 for further details )

Construction of storage tank under LWSS Tanbol Zatatkhana Refer Data Sheet No. 4.11 for further details )

Construction of storage tank under LWSS Tanbol Zatatkhana Refer Data Sheet No. 4.12 for further details )

Construction of storage tank under LWSS Tanbol Zatatkhana Refer Data Sheet No. 4.13 for further details )

Construction of Main storage tank under LWSS Kallar Chharol Refer Data Sheet No. 4.14 for further details )

Construction of Main storage tank under LWSS Kallar Chharol Refer Data Sheet No. 4.15 for further details )

Construction of Main storage tank under LWSS Kallar Chharol Refer Data Sheet No. 4.16 for further details )

Construction of Main storage tank under LWSS Kallar Chharol Refer Data Sheet No. 4.17 for further details )

Construction of Main storage tank under LWSS Kallar Chharol Refer Data Sheet No. 4.18 for further details )

Construction of Main storage tank under LWSS Kallar Chharol Refer Data Sheet No. 4.19 for further details )

Construction of Sedimentation tank under LWSS Ashamajari Refer Data Sheet No. 4.20 for further details )

Multi grade filter Plant/ Slow sand filter bed/

Providing and fixing of 10000 LPH multi media filter plant capable of treating raw water with given characterstics as per design data to produced clear water requirement of CHEEPO manual on water supply and treatment the water treatment plant shall include to provide raw water pump (using existing raw water tank), micron filtration system, sand filtration system., activated carbon filtration system, clear water tank (using exsiting capacity) complete disinfaction arrangement with bleaching powder/ chlorine dosing system. Supply and fixing of all mechanical, electrical equipments eletrical wiring and panel boards etc. stage wise specification of multi grade filter. under LWSS Sai Noraun Ghiyal Refer Data Sheet No. 4.21 for further details )

Construction of filter bed under LWSS Ashamajari Bhatoli Refer Data Sheet No. 4.22 for further details )

Construction of clear water tank under LWSS Ashamajari Refer Data Sheet No. 4.23 for further details )

Construction of Main storage tank under LWSS Ashamajari Refer Data Sheet No. 4.24 for further details )

Construction of sub storage tank under LWSS Kallar Chharol Refer Data Sheet No. 4.25 for further details )

Construction of Over Head storage tank 10 mtr staging height under LWSS Kallar Chharol Refer Data Sheet No. 4.26 for further details )

Providing and fixing Agitator for mixing solution of Alum dosing and other chemicals as per below specification in the sedimentation tank WTP (LWSS Tambol Jgatkhana).

(i) Agitator and mixing solution general data and operating system model AG-5-18, OP tem degree C 30, design temperature degree C-45, Sp. Grade. 1.04-1.20 (ii) Manufacture's data: Impeller type: pitched bladed turbine mounting: Vertically top mounted, Agitator Rotation speed RPM: 47, impeller diameter in mm: 1000, No. of blade: 03, shaft diameter in mm (Solid)> 45, Shaft length in mm: 3100mm (iii) Design Calculations: Impeller BHP: 0.77HP,flow rate across impeller: 37.13Kl/minute, Impeller tip linear spped:2.47 mtr/sec. (iv)Gear box type: Worm, make: Premium transmission-Greaves, Ratio: 30:1 Model: ALM90, (v) Material of construction (Wetted parts) Blade MOC:SS-304 Grade, shaft MOC: SS-304Grade. (vi) Motor type: Flange Mtd, Efficiency Class: ID-2,Drive details: 420 volts, 50Hz, 3 phase, AC supply four pole, portecton: IP 55, Insulation class: F, MOC Casting, KW: 1.50 KW or 2.00 HP, Motor make: ABB/BBL/CGL

Supply and errection of PVC 3 core 4mm2 jointless, flat water proof submersible cable Finolex/ L&T make of following size as per BIS 694-1998 latest with upto date amendements suitable for the pump set offered from MCB to motor including all other electrical equipments/ accessoreis such as thimble, flexible pipe solder, nuts and bots, cable glands, clips etc. laid in pipes or trenches under floor. The type, size and make shall be subject to approval of HPSEB authority and to the entire satisfaction of the Engineer-in-charge.

Providing and fixing tube PAC media to pre- settling tank module resting on wired grid cross girders of module 60 TSM/Tube/PAC media which is UV protected PVC base and Hexagonal cheveron shape inclined at an angole of of 60 degree capable of handling successfully. Special type of Glude is used to joint the PVC sheet which will not effect the water quality as per the direction of the Engineer-in-charge.

Construction of Dykes at LWSS Tarsooh and Lehri, LWSS Jhira Toba and LWSS Ashamajari Bhatoli.

Excavation in foundation trenches etc. in all kinds of soil such as pick work, jumper work blasting work in soft or hard rock or by chiseling soft / hard rock where blasting is prohibited in all leads and lifts including trimming and dewatering where ever required dressing of sides and bed stacking the excavated soil clear from the edge of excavation and then returning the excavated soil after completion of work in 15 cm layers when required in to plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as direction within all leads pick juper work.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centering shuttering, strutting and propping etc. with wooden battens and bellies, height of propping and centering below supporting floor two ceiling not exceeding 4 mtr and removal of the same for in-situ reinforced concrete and plain concrete work in.

Foundation, footing, basis of columns and the like mass concrete as per direction and to the Entire satisfaction of the Engineer-in-charge.

Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters buttresses, plinth and string courses and the like and to the entire satisfaction of the Engineer-in-charge.

Providing and laying cement concrete 1:1.5:3 (1cement: 1.5 sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-

Foundation, footing, basis of columns and the like mass concrete as per direction and to the Entire satisfaction of the Engineer-in-charge.

Walls any thickness including attached pilaster buttresses, plinth and string courses from top of foundation up to all floor level as per direction and to the entire satisfaction of the Engineer-in-charge.

Providing and laying cement concrete 1:5:10 (1cement: 5 sand: 10 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work.

Earth work and filing in foundation and plinth as per the direction and to the entire satisfaction of the Engineer-in-charge.

Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level as per direction and to the entire satisfaction of the Engineer-in-charge upto all leads and lifts.

C/O Cutoff wall at LWSS Kaller Chharol .

Excavation in foundation trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in soft/hard rock, chiseling wedging out of rock where blasting in prohibited saturated soil including bailing / pumping out of water, stacking the excavated soil in all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then deposing of all surplus excavated earth as directed within all leads and lifts with bailing out or pumping out water during excavation in foundation.

Providing and laying cement conctgete 1:4:8 (1cement: 4sand: 8 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and rein forcement for reinforcement work in foundation and plinth complete in all respect.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centering shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor two ceiling not exceeding 4 mtr and removal of the same for in-situ reinforced concrete and plain concrete work in all lead and lifts.

Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters buttresses, plinth and string courses and the like and to the entire satisfaction of the Engineer-in-charge.

Providing in RCC work smooth finishing of the exposed surface with cement mortor 1:3(1cement: 3sand) and to the entire satisfaction of the Engineer-in-charge.

Providing and laying cement concrete 1:2:4 (1cement:2sand:4 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of centring and shuttering in wall including attached buttresses, pillasters and their caps bases and string course etc. and to the entire satisfaction of the Engineer-in-charge.

Providing tor steel reinforcement for RCC work including bending binding and placing in position complete in all depths and heights and to the entire satisfaction of the Engineer-in-charge.

Wire crates of GI wire filled with boulder with square cut faces against the wire ( wire crate to be measured and paid for separately) GI wire 5.00 mm thick corresponding to SWG-6 (15x15 cms mesh) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Wire crates of G.I wire filled with boulder with square cut faces against the wire ( boulder filling to be measured and paid for separately) GI wire 5.00 mm thick corresponding to SWG-6 (15x15 cms mesh) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

CONSTRUCTION OF RETAINING WALLS ( Under LWSS Tarsooh , LWSS Tanbol Jagatkhana / Dhar Kansi , LWSS Chhakoh and LWSS Kallar chharol)

Cutting in earth work in all kind of soil such as pick work, jumper work including saturated soil and disposal of excavated earth in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Excavation in foundation trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in soft/hard rock, chiseling wedging out of rock where blasting in prohibited saturated s soil in all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then deposing of all surplus excavated earth as directed within all leads and lifts with bailing out or pumping out water during excavation in foundation.

Providing and laying cement mortar 1:6:12 (1cement: 6sand: 12 graded stone aggregate 40mm nominal size) excluding the cost of centering and shuttering in foundation and plinth and to the entire satisfaction of the Engineer-in-charge.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centering shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor two ceiling not exceeding 4 mtr and removal of the same for in-situ reinforced concrete and plain concrete work in all lead and lifts.

Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters buttresses, plinth and string courses and the like and to the entire satisfaction of the Engineer-in-charge.

Providing and laying cement concrete 1:5:10 (1cement:5sand:10 graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding the cost of form work in retaining walls, breast walls , the size of plum shall usually be 150 to 300mm as per HPPWD specification and to the entire satisfaction of the Engineer-in-charge.

Boulder filling behind the retaining / breast wall in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

SANITARY PROTECTION ( Under LWSS Tanbol,LWSS Jhira Toba,LWSS Majari, LWSS Namohal Sai Noruan, LWSS Kallar Chharol , LWSS Tarsooh and LWSS chhakoh)

Excavation in foundation and trenches etc. in earth work in all lifts in all kinds of soil such as pick work, jumper work, blasting work in soft/hard rock chiseling/wedging out of rock) where blasting is prohibited saturated soil including stacking the excavated soil in 15cm layers, when required into plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Providing and laying cement concrete 1:3:6 (1cement: 3sand: 6 graded stone agg. 20mm nominal size) excluding the cost ofcentering & shuttering in foundation and plinth in all leads and lifts.

Randum rubble masonry / polygonal masonry (uncoursed / brought to courses) with hard stone of approved quality in foundation and plinth incluidng levelling up with cement concrete 1:6: 12 (1cement:6sand: 12 graded stone agg. 20mm nominal size) in cement mortar 1:6 (1cement: 6sand) in walls in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Brick work using common burnt clay building bricks in super structure above plinth level upto floor two evel 2nd class bricks cement mortar 1:6 (1cement:6sand) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Manufacturing and supplying of fencing pannel of size 1.20 mtr x 1.20 mtr of Jali 25x25 mm welded to MS angle 40x40x5mm with MS flats 20mm and providing hold fast of 32x3mm thick 20cm including cutting , welding, painting with red oxide paint complete in all respect and to the entire satisfaction of the Engineer-in-charge.

15mm cement plaster in single coat of fair side of brick/stone masonry for internal plastering up to floor two level including arises, internal rounded angles, chamfers rounded angles not exceeding 80mm in girth and finished even and smooth in CM: 1:6(1cement:6sand) and to the entire satisfaction of the Engineer-in-charge.

Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surfaces (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials.

Steel work welded in built up section including cutting, hoisting fixing in position and applying a priming coat of red lead paint in gratings framed guard, bars, ladders railing brackets and similar works and to the entire satisfaction of the Engineer-in-charge.

White washing with lime on undecorated wall surfaces one coats to give and even shade including throughly brooming the surface to remove all dirt dustmortarand other foreign matter.

Wire crates of GI wire filled with boulder with square cut faces against the wire ( wire crate to be measured and paid for separately) GI wire 5.00 mm thick corresponding to SWG-6 (15x15 cms mesh) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Wire crates of G.I wire filled with boulder with square cut faces against the wire ( boulder filling to be measured and paid for separately) GI wire 5.00 mm thick corresponding to SWG-6 (15x15 cms mesh) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

SCHEDULE B2 - (PUMPING MACHINERY)

Supply of Raw / clear water submersible pump as per respective data sheets star rated set of KSB / Calma/ Kirloskar JOHNSION/ BS/SABAR/ OSWAL make comprising to latest relevant BIS Code. The pump should be fitted with impeller of suitable alloys as per IS: 8034-1976 latest suitable for 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 & RPM of reputed make conforming to IS: 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 and all allied accessories of reputed/ approved make etc. and suitable for operation on data given below:- (Booster stage) For detailed design parameters/ requirements are given in data sheets.

Booster Stage - No. of sets = 1 No. and 1 No. stand bye (Discharge of each working pump = 2.05 Lps.), Total Head= 108.87 Mtrs. (Refer to Data Sheet No. 5.1 for further details ) LWSS Majari

Booster Stage - No. of sets = 1 No . and 1 No. stand bye (Discharge of each working pump =1.81 Lps.), Total Head= 111.83 Mtrs. (Refer Data Sheet No. 5.2 for further details ) LWSS Ree Swahan)

Booster Stage - No. of sets = 1 No . and 1 No. stand bye (Discharge of each working pump =4.80 Lps.), Total Head= 33.36 Mtrs. (Refer Data Sheet No. 5.3 for further details ) LWSS Kallar Charrol

Booster Stage - No. of sets = 1 Nos. and 1 No. stand bye (Discharge of each working pump =5.43 Lps.), Total Head= 27.84 Mtrs. (Refer Data Sheet No. 5.4 for further details ) (LWSS Ashamajari Bhatoli)

Providing horizontal spindle horizontal split casing/end suctions (back pull out arrangement) single/double/ multistage centrifugal pump or combination of pump in series of recommended make such as Mather and Platt/KSB/Kirloskar/ BS & BE ( ABB/CGL/SPDP/ TEFC/BHEL/Crompton/CACA motors) as per IS-1520-1980 / IS 5659 - 1970 with up to date amendments, read with IS: 9137-1978 or latest edition suitable for lifting clear water for under mentioned characteristics with bronze impellers/priming funnels, casing ring and shaft sleeves of bronze, shaft of steel grade EN-8 with cast iron casing coupled directly through a flexible coupling on a MS/Cast steel base plate ( base plate to be from the manufacturers of the pumping unit only) to Squirrel Cage drip proof induction motor of standard make such as Kirloskar / Crompton / NGEF and suitable for operation on 400 (+)/-) 10% volts, 50 cycles/second, 3 phase AC electric supply. The power of electric motor should be at least 10% in excess of the maximum power required by the pump in the operation range of (+) 10% and (-) 25% of the duty point head. The motor should be as per IS: 325-1978 with up to date amendments read with IS: 900-1972. It should include cost of bearing nuts, bolts, pointing, earthing, and all allied accessories etc. and should meet the following requirements:-SITE CONDITIONS : Location of Site About 28 Km from Bilaspur Town.

1st Stage - No. of sets = 1 No. and 1 No stand bye (Discharge of each working pump= 4.59 Lps.), Total Head= 315.36 Mtrs. (LWSS Tanbol Zagatkhana Samlety) (Refer Data Sheet No. 6.1 for further details )

2nd Stage - No. of sets = 1 No. and 1 No stand bye (Discharge of each working pump= 2.85 Lps.), Total Head= 457.33 Mtrs. (LWSS Tanbol Zagatkhana Samlety) (Refer Data Sheet No. 6.2 for further details )

1st Stage - No. of sets = 1 No. and 1 No stand bye (Discharge of each working pump= 5.92 Lps.), Total Head= 406.48 Mtrs. ( LWSS Kallar Chharol) (Refer Data Sheet No. 6.3 for further details )

1st Stage No. of sets =1 No. and 1 No stand bye (Discharge of each working pump=7.06 Lps.), Total Head= 223.41 Mtrs. ( LWSS Ashamajri Bhatoli) (Refer Data Sheet No. 6.4 for further details )

SCHEDULE B3- RISING MAIN

Excavation in foundation, trenches (for pipes & pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and blasting soft/ hard rock or chieselling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, leveling of beds to correct grade i/c shoring /strutting , wherever required, stacking the useable & unuseable material /soil separately & after laying jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers & then disposing of all surplus excavated soil /unusable material as directed with in all leads & lifts including restoration unmetalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts as per directions of Engineer-in-charge.

Providing laying and jointing and testing GMS pipes flanged / butt welded pipes including cost of bends complete as per IS: 1239-1990 (Part-I) as per dimentions, weights and test pressures mentoined below in a random length of 5 to 7 mtrs. The welding of M.S. flanges with electrodes as per relevants codes including required number and size of nuts and bolts asper relevants codes and asbestos fibre jointing gasket sheet not less than 3mm thickness as per reelvants codes. The welding of flnages to be done on both faces in three layers to make the joints leak proof and to entire satisfaction of the Engineer-in-charge. The laying of pipe should be confomed to IS: 5822-1994. (Earth work in treches, flanged joints and butt weld joints to be measured and paid for separately).

i) (LWSS Majari) Booster stage :-GMS pipe (Heavy Class) 65 mm dia flanged, RD 0/0 to RD 600.

(LWSS kallar Charol) Booster stage: GMS pipe (Heavy Class) 80 mm dia flanged, RD 0/0 to RD 150.

(LWSS Ashamajari Bhatoli) . Booster stage: GMS pipe (Heavy Class) 125 mm dia flanged, RD 0/0 to RD 150) .

1St stage: GMS pipe (Heavy Class) 125 mm dia flanged, RD 0/0 to 630)

LWSS Ree Swan -Booster stage: i GMS pipe (Heavy Class) 50 mm dia flanged , RD 0/0 to RD300

Providing and welding M.S. flanges at suitable points to be provided 5% of total joint and remaining 95% joints with butt welded joint, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) with plain end GMS pipe in requsite number of layers on both faces to make the joint leak proof (The cost of providing and laying of pipes to be measured and paid for seprately). The welding of flanges should conform to IS:816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts.

i) LWSS Majari Booster Stage :-GMS pipe (Heavy Class) 65 mm dia with flange table-17, RD 0/0 to RD 600

LWSS Kallar Charol Booster stage: GMS pipe (Heavy Class) 80 mm dia with flange table-5, RD 0/0 to RD 150

LWSS Ashamajari Bhatoli :-Booster stage:: GMS pipe (Heavy Class) 125 mm dia with flange table-5, RD 0/0 to RD 150)

LWSS Ashamajari Bhatoli 1St stage: GMS pipe (Heavy Class) 125 mm dia with flange table -28 RD 0/0 to 300)

LWSS Ashamajari Bhatoli 1St stage: GMS pipe (Heavy Class) 125 mm dia with fllanged table -17, RD300-540)

LWSS Ashamajari 1St stage: GMS pipe (Heavy Class) 125 mm dia with fllange table- -5, RD 540-630)

LWSS Ree Swan- Booster stage: GMS pipe (Heavy Class) 50 mm dia with flange table-17, RD 0/0 to RD300

Providing circumferencial Butt welded joints by electrical arc welding to GMS/MSERW pipe, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS: 816-1969 specifications, by using welding electrodes conforming to IS:814-1991, at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.

LWSS Majari -Booster Stage- GMS pipe (Heavy Class) 65 mm dia ,RD 0/0 to RD 600 .

(LWSS kallar Charol) . Booster stage: GMS pipe (Heavy Class) 80 mm dia, RD 0/0 to RD 150

(LWSS Ashamajari Booster stage:: GMS pipe (Heavy Class) 125 mm dia , RD 0/0 to RD 150) .

LWSS Ashamajari 1st stage:- GMS pipe (Heavy Class) 125 mm dia , RD 0/0 to RD 630)

(LWSS Ree Swahan)Booster stage: GMS pipe (Heavy Class) 50 mm dia , RD 0/0 to RD300)

Providing, laying, jointing and testing in trenches of Galvanized MSERW flanged pipes

Providing, laying, jointing and testing in trenches of Galvanized MSERW flanged pipes conforming to IS/ISO 3183-2007 Grade L-210 or A as per dimensions weight and test pressure mentioned below in a random length of 5 m-7m. The pipes end shall be bevelled suitable for butt welding. The M.S. flanges are to be provided 5% of total joints as per table below conforming to IS 6392-1971 ( Latest upto date amendments ) and welding of flanges with pipes as per IS: 816-1965 with electrode as per IS: 814-1967 including required Nos. and size of M.S nuts and bolts as per IS: 1369-1967 and compressed asbestos fibre jointing geskets sheet not less than 3 mm thick as per IS; 2712-1965. The welding of flanges to be done on both faces in three layers(Two inner & one outer) to make the joints leak proof and to the entire satisfaction of the Engineer - in -charge. The laying of pipes should be conformed to IS: 5822-1994 ( Earth work in trenches, M.S. flanges and butt welded joint to be mensured and paid sepretely) The pipe shall have Zinc coating as per IS 4736 in factory latest with up to date ammendements.Pipe shall be coated from both side (Inside) and outer side with the required thickness of zinc coating.

LWSS Tanbol Jakatkhana(1st stage): GMSERW pipe 80 mm dia having 88.90mm outer dia with wall thickness of 4.80 wt 9.96 Kg/m, Class L-210 or A RD 0/0 to RD 1250)

LWSS Tanbol Jakatkhana2nd Stage:-GMSERW pipe 65 mm dia having 73 mm outer dia with, wall thickness of 4.80 wt. 8.073 kg/m, Class L-210 or A RD 0/0 to RD 0-1900)

LWSS Kallar Charol 1st Stage: GMSERW pipe 100 mm dia having 114.30 outer dia with, wall thickness of 5.40 wt. 14.502 kg/m, Class L-210 or A RD 0/0 to RD 530)

LWSS Kallar Charol Ist Stage :-GMSERW pipe 100 mm diahving 114.30 mm outer dia with, wall thickness of 4.80 weight 12.961 kg/m, Class L-210 or A RD 530-1560)

Providing and welding M.S. flanges at suitable points to be provided 5% of total joint and remaining 95% joints with butt welded joint, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) with plain end GMS pipe in requsite number of layers on both faces to make the joint leak proof (The cost of providing and laying of pipes to be measured and paid for seprately). The welding of flanges should conform to IS:816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts.

LWSS Tanbol Jakatkhana(1st stage): GMSERW pipe 80 mm dia with, wall thickness of 4.80, Class L-210 or A RD 0/0 to RD 1110) with Flenge Table -28

LWSS Tanbol Jakatkhana (Ist stage):-GMSERW pipe 80 mm dia with, wall thickness of 4.80, Class L-210 or A RD RD 1110-1250 with Flenge Table -17

LWSS Tanbol Jagat Khana 2nd Stage

GMSERW pipe 65 mm dia with, wall thickness of 4.80, Class L-210 or A RD 0/0 to RD 0-300) with Flenge Table -34

GMSERW pipe 65 mm dia with, wall thickness of 4.80, Class L-210 or A RD 300-1200) with Flenge Table -28

GMSERW pipe 65 mm dia with, wall thickness of 4.80, Class L-210 or A RD1200-1800) with Flenge Table -17

GMSERW pipe 65 mm dia with, wall thickness of 4.80, Class L-210 or A RD 1800-1900) with Flenge Table -5

LWSS Kallar Charol 1st Stage: GMSERW pipe 100 mm dia with, wall thickness of 5.40, Class L-210 or A RD 0/0 to RD 530) with Flenge Table -28

GMSERW pipe 100 mm dia with, wall thickness of 4.80, Class L-210 or A RD 530-960)with Flenge Table -17

GMSERW pipe 100 mm dia with, wall thickness of 4.80, Class L-210 or A RD 960-1560)with Flenge Table -5

Providing circumferencial Butt welded joints by electrical arc welding to GMS/MSERW pipe, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS: 816-1969 specifications, by using welding electrodes conforming to IS:814-1991, at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.

LWSS Tanbol Jagatkhana(1st stage): GMSERW pipe 80 mm dia with, wall thickness of 4.80, Class L-210 or A RD 0/0 to RD 1250)

2nd Stage

GMSERW pipe 65 mm dia with, wall thickness of 4.80, Class L-210 or A RD 0/0 to -RD 1900)

LWSS Kallar Charol 1st Stage: GMSERW pipe 100 mm dia with, wall thickness of 5.40, Class L-210 or A RD 0/0 to RD 1560)

Non Return Valve/Air release valves

Providing and fixing double flanged cast steel Non return valve of following dia of Kirloskar/Leader / KSB make conforming to BS:1868 / API-600, including gasket sheet 3 mm thick i/c welding of M.S. flanges as per relevent ISI codes in requisite layers on both faces to make the joint leak proof with upto date amendments i/c carriage in all leads & lifts & complete in all respect a as per direction and to the entire satisfaction of Engineer-in-Charge.

LWSS Tanbol:65 mm dia Class ASA-300 Flange Table -34 having 52 kg/cm2 nominal seat pressure

LWSS Tanbol:80 mm dia Class ASA-300 Flange Table -28 having 52 kg/cm2 nominal seat pressure

LWSS Ree Swhan:-50mm dia Class ASA-150 Flange Table -17 having 21 kg/cm2 nominal seat pressure

LWSS Kallar Charol:-100 mm dia Class ASA-300 Flange Table -28 having 52 kg/cm2 nominal seat pressure

LWSS Kallar Charol:-100 mm dia Class ASA-150 Flange Table -17 having 21 kg/cm2 nominal seat pressure

LWSS Ashamajari Bhatoli:-125 mm dia Class ASA-300 Flange Table -28 having 52 kg/cm2 nominal seat pressure

Providing and fixing screwed typed cast iron air valve of 25mm dis (single wall type leader make as perBS 1452-90 with upto date ammendement as per class PN 10.00 to withstand seat pressure of 11.22 kg/cm2 in all leads and lifts.and as per entire satesfection of Engineer-in -Charge.

SCHEDULE B4- GRAVITY MAIN AND DISTRIBUTION

Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, blasting in soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning the usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetaled/ mattelled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of Engineer-in-charge.

Pick work 100%

Pick work 50% Jumper work 50%

Providing laying,jointing & testing of screwed and socketted Galvanised Mild steel tube of approved make or of approved rate contract of DGS & D/HP Government conforming to BIS 1239-2004 ( with upto date ammendements ) of following diameter and class including all specials and fittings as required complete as per actual site condition with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in Charge. ( Earth work in trenches to be measured and paid separately ) The GI pipe will be supplied by the department.

15 mm dia (Light class)

20 mm dia (Light class)

25 mm dia (Light class)

32 mm dia (Light class)

40 mm dia (Light class)

50 mm dia (Light class)

65 mm dia (Light class)

80 mm dia (Light class)

Providing and fixing of brass full way wheel valve of superior quality as per relvant IS code specification in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

20mm dia

25mm dia

32mm dia

40mm dia

50mm dia

65mm dia

80mm dia

Dismentalling of old GMS tube from trenches and stacked the pipe within all leads and lifts handed over to the Engineer -in- charge in all lead & lifts and to the entire satisfaction of the Engineer-in-charge.

50mm dia

Re-Laying and jointing and testing in trenches galvanised mild steel tubes 50mm dia [Light grade] tube fitting .

50mm dia

Schedule B5 - PROVIDING FHTC

House Service Connection:-Providing Laying, Jointing & testing in trenches of GI pipe to House Service Connection including pipe fittings,fixtures, demolation / restore of cement concrete work complete in all respect . ( total FHTC=2130 Nos)

Laying in trenches galvanised mild steel tubes 15 mm dia [Light grade] tube fitting including Earth work in trenches of House holds complete in all respect

Providing fittings and accessories e.g. Tee, Union, Nipple, Elbow,Wheel valve,1/4" ferrule, bib cock etc.required for House Hould connection upto domestic storage Tank.The 15mm dia. Wheel valve shall confirm to BIS 778:1980 CL-!-all other G.I. fittings shall confirm to BIS specification.

Unipro Techno Infrastructure Pvt Ltd