Construction, Testing and Commissioning of Kilawali SVS Water Supply Scheme with Rising main, Distribution System , Refurbishment of Existing OHT, and FHTC etc. at Jaspur Block (UdhamSingh Nagar)

Rates for Construction, Testing & Commissioning of Kilawali SVS Water Supply Scheme with Rising main, Distribution System , Refurbishment of Existing OHT, & FHTC etc. at Jaspur Block (UdhamSingh Nagar.)

CIVIL WORK

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.

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 15 mm dia

Providing, Lowering into trenches with true to alignment. Laying & Jointing of full Length of HDPE Pipes of specified grade as per IS:4984-1995 and specifications with testing of pipe line including supply of jointing materials.(PE-100 Grade, PN-6(6.0 Kg/Cm2) 90 mm PN6

Making ferrule connection in the existing main of G.I, A C, PVC or any type of pressure mains with saddle piece, service connection specials fittings and supply & fixing of G.M. ferrule including tapping the main, but excluding the cost of earth work.

Cost of Material for ferruleing in FHTC Per Connection as Lump sum.

125 mm dia

150 mm dia C.I.D Air Valve Double Acting. PN 1.0

50 mm dia.

Providing and fixing enclosed Type water meter (bulk type) conforming to IS: 2373 and Tested by Municipal Board Complete with bolts, Nuts, Rubber insertions etc. (The Tail Pieces if Required will be paid separately): 150 mm dia.

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer incharge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-III) : 10 graded stoneaggregate 20 mm nominal size)

:1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stoneaggregate 20 mm nominal size)

Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4(1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm. top and 165 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 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 :

Refurbishment of Existing OHT

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer incharge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

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.

Dismantling of C.I Sluice valve including stacking of usful materials within a lead of 50 metres. Up to 150 mm diameter each

Above 150 mm diameter each

Provding and laying Double Flanged (screwed/welded) Centrifugally (Spum) Cast Iron, Class B (IS : 1536) : 100 mm dia C.I Double Flanged Pipe

150 mm dia C.I Double Flanged Pipe

250 mm dia C.I Double Flanged Pipe

Provding push- on - joints to centrifugally (Sump) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket. 100 mm dia pipes

150 mm dia pipes

250 mm dia pipes

150 mm dia pipes

250 mm dia pipes

Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in-charge. M-25 grade reinforced cement concrete by using 410kg. of cement per cum of concrete. All work up to floor V level.

Cement Plaster Inside of Tank 12 mm Cement Plaster of Mix 1:4 (1 Cement: 4 Fine Sand)

Providing & Grouting of dowel tubes / Shear keys / Joints of precast members with M-60 grade cementitious grout (Non Shrink) of approved make by suitable means ( Free flowing /pump),curing etc. Complete as per directions of Engineer-in-charge. (The payment shall be made on the basis of actual weight of approved grout injected.) Stirrer mixed cementitious grout (non shrink) of approved make in dowel tubes / Shear keys / Joints of precast members.

Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately).

Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)

Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture For Frame of door, Window & Ventilation (Multiplying Coefficients:2.6, 2, 1.6 (For each)

Painting (two or more coats) on rain water, soil waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour over a priming coat of approved steel primer on new work. 100 mm to 250 mm diameter pipes

Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming cost fo approved steel primer. G.I Pipes

Providing Retro-reflective regulatory sign board of size 900 mm dia meter made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge . Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer-in-charge.

150 mm dia.

Providing and Fixing of chlorinator Dozer.

Energy Efficient Submersible Pumpsets of Various duty parameter as per IS: 8034-2002 and IS: 9283-1995 with Latest amendments W.E.F 17.12.2020 to 16.12.2021 Discharge 800 LPM Head 60 Meter Pump Modal:-BPD312/8A+UMAH150 15/32 (KSB).

3 core Cable for Submersible Pump Set, KSB Make Conti Cable 3/16.0 sqm. Mn Suitable for Submersible.

Supply Installation, Testing And Comissioning of Three Phase Digital Rolling Contact Servo Voltage Stabilizers Suitable for Unblance voltage & Unbalance Load including fixing of proper size copper lugs on input and output cables on bouth ends at different sites on Turnkey Basis including 5 years cost free maintenance. Input Voltage 280-460 Volts (Phase to phase) Capacity-50 KVA

Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c 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

P/F fire Hydrant valve confirming to is: 5290 (flanged) in position including all material, labour T&P etc complete 80 mm dia.

Hiring of Godown.