Shifting of existing Pipe line of Beldaha multi village water supply scheme falling in alignment of ODR (NH-114A to NH-133) From Beldaha to Dumarthar under D.W. and S. Division No. 02, Dumka

Shifting of existing Pipeline of Beldaha MVS

Providing and Supplying ISI mark Centrifugally cost (Spun) Ductile Iron Pipes of 100mm and above all diameter for water works with socket & spigot ends confirming to IS 8329/2000 in the standard working lengths of 4.5, 5.5 & 6 m suitable for classification K-7 & K-9 suitable for push-on-joint (rubber gusket D jointng) with cement mortar lining inside the pipes with outside zinc and bittuminous coating. (DWSD -M-1026)

D.I. K-7 100 MM

Providing and Supplying of ISI standard DI specials & fitting with sealing rubber of SBR, complete with cast Iron follower gland & MS nut bolts coated or otherwise portected from rusting and suitable for DI pipes completd as per IS-9523 class K-12.

Earth work in excavation (As per I.S. 3114/1965) for laying of different types and sizes pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial dead and lift as per specification and direction of Engineer - in -charge. Distribution Main

Supplying labours, tools and tackles lubricant etc. for laying and jointing C.I S/S tyton pipes (class LA) in trenches without supplying rubber gasket and making gasket joints including providing night guard, barrier and red light to safe guard against accident, all complete (Pipe to be supplied departmentatly free of cost and laying of pipes is to be done as per I.S.S 3114-1985) as per design, specification and direction of E/I.

100 MM Dia.

150 MM Dia.

200 MM Dia.

Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of engineer-in-Charge.

Labour charge for one cutting of cast iron pipe and spceials including supplying , necessary tools and plants, chipping or filling the surface finish as per specification and direction of E/I.

100 MM Dia.

150 MM Dia.

200 MM Dia.

Providing Double flanged Sluice Valve confirming for IS-2906/14846 including worn gear as per test pressure stainless steel spindle, caps, transportation etc. all complete without Bypass arrangements-

100mm D. I. SV

150mm D. I. SV

200mm D.I. SV

Supplying labour and tools for fixing C.I. sluice valve in trenches with a pair of C.I. Tail, including making lead caulked joints and flanged joint as per I.S.S. specification, including supplying all jointing materials (Pig lead confirming to I.S.S 782- 1978, yarn con- firming to I.S.S 6587-1972 and nuts and bolts confirming to I.S.S. 1364-1983) including drilling holes in flanges if required as per specification and direction of E/I. (Sluice valve and pieces to be supplied departmentally free of cost.)

100mm D. I. SV

150mm D. I. SV

200mm D.I. SV

Valve Chamber Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B) and disposal of excavated earth as obtained to a distance up to 50M including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I.

Providing designation 75A one brick flat soling joints fitted with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I.

Providing P.C.C. (M-150) (1:2:4) in foundation with approved quality of stone chips (20mm -6mm size) well graded and clean coarse sand (washed and screened) including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, curing, taxes and royalty all complete as per building specification and direction of E/I.

Providing R.C.C. (M-150) (1:1½:3) Slab of 125 mm thick with approved quality of stone chips (20mm to 6mm size) graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement), taxes ad royalty all complete as per building specification and direction of E/I.

providing designation 75A brick work CM (1:6) with approved quality of clean coarse sand FM 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening, carriage of material, all complete.

Providing 12mm. cement plaster (1:6) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete with 1.5mm cement punning as per building specification and direction of E/I.

Providing Tor steel reinforcement of 10mm dia. of approved design and drawing including carriage of M.S rods (straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specifications and direction of E/I.

Filling in foundation trenches and plinth in layers not exceeding 150mm. Thick well watered,rammed,fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and lift of 1.5M al complete as per building specification and direction of E/I(Mode of measurement compacted volume).

Carriage of Materials

(i) Cement (5 KM)

(ii) Sand (10 KM)

(iii) Stone Chips (20 KM)

(iv) Bricks (8 KM)

(v) Steel Reinforcement(5 KM)

Supplying labours, tools and tackles for testing of laid C.I. or U.P.V.C. or H.D.P.E. or A.C. pressure pipe upto 60metre head of water all complete as per specification and direction of E/I (Water to be supplied free of cost departmentally)

100 MM Diameter

150 MM Diameter

200 MM Diameter

Installation of product pipe by Auqer Boring method icnluding making of entry & exit pits, all related civil carries like excavation shoring/strutting etc. shielded excavation through auqer boring process lowering of pipe up to 300mm dia segments in the jacking pit, laying and jointing of product pipe line through jacking process from the parking pit & restoration of site after projects completion as per the instructions of the E/I. (M-1038,Page-58) upto 300mm dia. Hard soil

Manufacturing , providing and supplying spirally welded/ ERW/ SAW / fabricated M.S. Pipe (commercial Quality) including procurements of plates, gas cutting to required size, rolling, tack welding , assembling in suitable lenghs to form pipes, welding on automatic welding machine and forming 'V'edge on both ends of pipes in all respect etc. complete as IS-3589 and IS-5504 as applicable as per specifications ( No negative tolerance in thickness is permissible) (M-1888) 250mm dia. of 8mm thick

Rising main Providing and Supplying ISI mark Centrifugally cost (Spun) Ductile Iron Pipes of 100mm and above all diameter for water works with socket & spigot ends confirming to IS 8329/2000 in the standard working lengths of 4.5, 5.5 & 6 m suitable for classification K-7 & K-9 suitable for push-on-joint (rubber gusket D jointng) with cement mortar lining inside the pipes with outside zinc and bittuminous coating.(DWSD-M-1026)

D.I. K-9 100 MM(clear water rising main)

D.I. K-9 150 MM (raw water rising main)

Providing and Supplying of ISI standard DI specials & fitting with sealing rubber of SBR, complete with cast Iron follower gland & MS nut bolts coated or otherwise portected from rusting and suitable for DI pipes completd as per IS-9523 class K-12.

Earth work in excavation (As per I.S. 3114/1965) for laying of different types and sizes pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial dead and lift as per specification and direction of Engineer - in -charge. (DWSD- 3.1.1.1) 100mm Dia.= 400x0.50x1.10 150mm Dia.= 1200x0.60x1.175

Supplying labours, tools and tackles lubricant etc. fro laying and jointing C.I S/S tyton pipes (class LA) in trenches without supplying rubber gasket and making gasket joints including providing night guard, barrier and red light to safe guard against accident, all complete (Pipe to be supplied departmentatly free of cost and laying of pipes is to be done as per I.S.S 3114-1985) as per design, specification and direction of E/I.(DWSD-3.1.32b)

100 MM Dia.

150 MM Dia.

Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of engineer-in-Charge. (For classification of Soil item- A & B). (DWSD-3.1.1.2) ( 85 % of E/W)

Labour charge for one cutting of cast iron pipe and spceials including supplying , necessary tools and plants, chipping or filling the surface finish as per specification and direction of E/I.(DWSD-3.1.43)

100 MM Dia.

150 MM Dia.

Providing Double flanged Sluice Valve confirming for IS-2906/14846 including worn gear as per test pressure stainless steel spindle, caps, transportation etc. all complete without Bypass arrangements-PN-1.6.

100mm D. I. SV

150mm D. I. SV

Supplying labour and tools for fixing C.I. sluice valve in trenches with a pair of C.I. Tail, including making lead caulked joints and flanged joint as per I.S.S. specification, including supplying all jointing materials (Pig lead confirming to I.S.S 782- 1978, yarn con- firming to I.S.S 6587-1972 and nuts and bolts confirming to I.S.S. 1364-1983) including drilling holes in flanges if required as per specification and direction of E/I. (Sluice valve and pieces to be supplied departmentally free of cost.

100mm D. I. SV

150mm D. I. SV

Providing and supplying Air Valves as per IS-14845-2000 and MJP's standard specifications of approved make and quality of following diameters including railway freight, inspection charges unloading from railway wagons, loading into truck, transportation upto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all repect etc complete.(MJP-I(XII)5(b)(ii)) Air valve single Ball Flanged /screwed 25 mm Dia.

Lowering laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in- charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hdraulic testing etc. complete (for all class of valves) (MJP-I(XII)10(a)(iii)) Air valve single Ball Flanged /screwed 25 mm Dia.

Valve Chamber Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B) and disposal of excavated earth as obtained to a distance up to 50M including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I.

Providing designation 75A one brick flat soling joints fitted with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I.

Providing P.C.C. (M-150) (1:2:4) in foundation with approved quality of stone chips (20mm -6mm size) well graded and clean coarse sand (washed and screened) including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, curing, taxes and royalty all complete as per building specification and direction of E/I.

Providing R.C.C. (M-150) (1:1½:3) Slab of 125 mm thick with approved quality of stone chips (20mm to 6mm size) graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement), taxes ad royalty all complete as per building specification and direction of E/I. BCD-5.3.9.1

providing designation 75A brick work CM (1:6) with approved quality of clean coarse sand FM 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening, carriage of material, all complete. BCD-5.2.03

Providing 12mm. cement plaster (1:6) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete with 1.5mm cement punning as per building specification and direction of E/I. BCD-5.7.3 + 5.7.11

Providing Tor steel reinforcement of 10mm dia. of approved design and drawing including carriage of M.S rods (straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as peer building specifications and direction of E/I.

Filling in foundation trenches and plinth in layers not exceeding 150mm. Thick well watered,rammed,fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and lift of 1.5M al complete as per building specification and direction of E/I

Carriage of Materials

(i) Cement (5 KM)

(ii) Sand (10 KM)

(iii) Stone Chips (20 KM)

(iv) Bricks (8 KM)

(v)Steel Reinforcement(5 KM)

supplying labours, tools and tackles for testing of laid C.I. or U.P.V.C. or H.D.P.E. or A.C. pressure pipe upto 60metre head of water all complete as per specification and direction of E/I (Water to be supplied free of cost departmentally)

100 MM Dia.

150 MM Dia.

Installation of product pipe by Auqer Boring method icnluding making of entry & exit pits, all related civil carries like excavation shoring/strutting etc. shielded excavation through auqer boring process lowering of pipe up to 300mm dia segments in the jacking pit, laying and jointing of product pipe line through jacking process from the parking pit & restoration of site after projects completion as per the instructions of the E/I. (118(C) /Page-33) upto 300mm dia. Hard soil

Manufacturing , providing and supplying spirally welded/ ERW/ SAW / fabricated M.S. Pipe (commercial Quality) including procurements of plates, gas cutting to required size, rolling, tack welding , assembling in suitable lenghs to form pipes, welding on automatic welding machine and forming 'V'edge on both ends of pipes in all respect etc. complete as IS-3589 and IS-5504 as applicable as per specifications ( No negative tolerance in thickness is permissible) 200mm dia. of 8mm thick

FHTC : Earth work in excavation in foundation trenches in hard soil (Vide Classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I. (DWSD-3.1.1.1) 20 mm MDPE Pipe-

Dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 M lead and disposal of unserviceable materials with all leads all complete BCD-5.10.2

Providing PCC M-200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of E/I. for construction of road cutting portion- BCD-5.3.1.1

Distribution Providing and supplying Medium Density Polyethylene pipe (HDPE pipe) of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074 materials rates are Ex-factory excluding transportation, taxes and duties. PE-80 , PN- 10 (DWSD 112m 1028)

Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant IS Code complete with all materials for jointing procedure like Electro fusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II. MJP 21-22 sec-I-IX sl no -2(i) 20 mm MDPE Pipe-

Providing 15 mm dia. G.I. pipe Tata or equivalent make as per IS 1239 (Part 1/2004) ISI Mark /medium quality in Stand Post. DWSD Sl. 9K (including CP)

Supplying all materials , labour and tools for fixing 15 mm dia G.I. pipes with Red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of Engineer-in-Charge. DWSD 3.1.2(i)

Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I. DWSD 3.1.13

(1) Elbow

(a) 15 mm dia.

(3) Reducer Socket -

(a) 20 x 15 mm dia.

(4) Nipple -

(a) 15 mm dia.

(6) Plain Socket -

(a) 15 mm dia.

Supplying and fixing G.M. ferrule of approved make in existing C.I./D.I. main Including drilling and taping C.I./D.I. main all complete as per specification and direction of E/I. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram.

Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socket all complete as per specification and direction of E/I. 15 dia and weight not less than 400 Gm

Supplying materials , labours and equipments for construction of 0.90M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform with stand post in house including 12 mm thick cement plaster in C.M. (1:4) with neat cement punning over exposed surface all complete job, as per approved design, specification and direction of E/I.

Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge.

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Add 1% Labour cess

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