Gandhi Nagar WS Scheme Block Ramnagar Nainital

Amount

Providing of all materials, Carting , laying & jointing fixing and testing of G.I screwed pipe with specials in trenches (including cost of jointing materials like white lead, hemp and oil etc.) testing of pipe (Medium quality) in trenches with cutting, threading etc complete. Confirming ISI 1239(Part-1)

15 mm dia

40 mm dia

50 mm dia

65 mm dia

80 mm dia

100 mm dia

150 mm dia

Constructing masonry Chamber 100x100x120 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm 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 : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 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 : 18.34.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

Supply of all Materials , Labours ,T&P etc. and Construction of RCC O.H.T of following capacities (In Kiloliters) and 12m. Staging with 1.00m wide RCC staircase from G.L. to balcony and from balcony to Top Dome 1m x 1m RCC landing at suitable locations and railed with 3 rows of 20mm dia. G.I. (M) pipe on 65x65x5mm angle iron posts fixed with ladder, top to the floor inside of the tank. M.S. M.H. cover with loacking arrangement, lightning conductor as per electricity rules, water level indicator, supply and fixing of outlet, inlet, overflow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body, vertical pipe, ladder M.S M.H. cover , ventilator column etc. Complete with approved water proofing ( apex)/ enamal paint, testing, filling water for testing purpose etc. including supply of verticle pipes and specials assuming bearing capacity as 8MT/M2 staging 12.00 meter.

(OHT capacity - 175 KL, Staging - 23 m)

Constructing masonry Chamber for sluice valve with a floating coat of neat cement complete as per standard design :With F.P.S. bricks (1.20 x1.20 x1.00)

Supply of all Materials, Labours, T&P etc.and Construct a Pump House With Size (3.5 m x 3.0 m) Along with Attendant Room with size (4.3 m x 3.0 m) , kitchen and W.C. as per Design and Drawings, all complete.(Including electricfication work and sanitary work complete as per the direction of Engineer in charge.)

Supply of all labour, materials, and T&P etc. and construct boundary wall of 2.00 M height above ground level and 0.950 M below ground level with 46 pillars and 45 panels of brick masonary and finishing the wall with textured exterior paint of required shade with barbed wire fencing attached on angel iron post above pillars as per type design and approved drawing and as per direction of engineer incharge at proposed water works site.

Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.

Supplying and filling in plinth with sand including watering, ramming, consolidating and drassing complete in proposed water works.

Supply of all labour, materials, and T&P etc and privide 3.6 m wide M.S. gate with pillars as per departmental type design, at proposed water works site.

Providing of all materials , carting from site store to site of work, lowering into trenches with true to alignment , Laying & Jointing of full lenght S&S Centrifugally cast (spun) Ductile iron pipes including supply of "EPDM " rubber gaskets conforming to IS : 5382/1985 with testing of pipe line complete.

DI K-9 pipe confirming to IS:8329/2000 : 100 mm dia

Providing and laying DI specials of class K12 suitable for push on joint as per IS: 9523-2000 upto 600mm dia.

Providing push-on-joints to Centrifugally (spun) cast Iron pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket: 100 mm dia

Providing of all materials, carting from site store to site of work, Lowering into trenches with true alignment, Laying & Jointing of full length S&S Centrifugally Cast (Spun) / Ductile Iron Pipes including supply of ''EPDM" rubber gaskets conforming to IS : 5382-1985 with testing of pipe line complete. DI K-7 SS pipe confirming to IS:8329/2000 :

200 mm dia SS DI-K7 Pipe

Dismantling and reinstatement of following type of road surface for laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials.

C.C. Road (0.60 m x 4305 m )

Providing and fixing inline woltman type water meter (bulk type) and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) :

200 mm dia nominal bore

Providing and fixing with all materials T&P labour & 3m G.I.15mm dia pipe for Functional Household Tap Connection (FHTC) including all fittings & execavation of pipe line etc. complete as per direction of Engineer in charge.

Shifting and reinstatement of houses connection damaged during execution of work including supply of all materials, labour, T&P etc complete

Excavation in Ordinary Soil (loams, clay, sand) for foundation including lift up to 1.5 m and lead up to 30 m filling, watering and ramming of Excavated the earth into the trenches or into the sides between foundation trenches or into the plinth and removal.