Utility Shifting Works (Pipe Line Works) Within Nagar Palika Parishad Almora Under Almora Urban Water Supply Scheme

Rates for Utility Shifting Works (Pipe Line Works) Within Nagar Palika Parishad Almora from Various Drains / Nalas Including Supply, Installation, Testing & Commissioning of Supply Main & Distribution System, Household Water Connection etc., Construction of Valve Chambers & All Appurtenance Civil works etc. Complete Under Almora Urban Water Supply Scheme.

Excavation in soil mixed with single boulders etc. required to use of specials T&P, if any for pipe line trenches including lift up to 1.50m and lead up to 30 m with back filling, watering, ramming of excavated earth in the trenches. Mixed soil

Same as above item but excavation in decomposed, weathered or soft rock by blasting or by crowbars, pickaxes etc. or by both methods, including supply of all materials as blasting material, labour, T&P etc. complete. Soft / Medium rock

Laying & jointing of following sizes G. I. Pipe line in to the trenches including all matrials, labour,T&P complete. 15 mm dia

20 mm dia

25 mm dia

32 mm dia

40 mm dia

50 mm dia

65 mm dia

80 mm dia

100 mm dia

Dismantling of following dia screwed and socketed G.I. Pipes, specials and fittings including taking out of dismantled G.I. pipes and specials from trenches and stacking them properly within 50 m but excluding the cost of earth work. 15 mm dia

20 mm dia

25 mm dia

32 mm dia

40 mm dia

50 mm dia

65 mm dia

80 mm dia

100 mm dia

125 mm dia

Relaying of dismantled G.I.Pipe in true alignment in trenches including supply of all materials,labour,T&P etc. complete. 15 mm dia

20 mm dia

25 mm dia

32 mm dia

40 mm dia

50 mm dia

65 mm dia

80 mm dia

100 mm dia

125 mm dia

20 mm dia

25 mm dia

32 mm dia

40 mm dia

50 mm dia

65 mm dia

80 mm dia

P/F of C.I. Air Valve (Screwed) in position including all material, labourer, T&P etc complete. 25mm dia

P/F C.I. Air Valve Double Acting in position including all material, labourer, T&P etc complete. 50mm dia

65mm dia

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 : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

Supply and Fixing Valve Chamber Cover 5.00. mm thik including all materials, labour,T&P complete.

Making connection with the existing M.S. Galvanised mains of upto 25mm nominal dia, including cutting and threading of pipe, bailing out water, fixing, if required, specials and testing etc. complete, but excluding cost of insertion pipes and specials besides boring out (and also subsequent back fill) existing main. 15mm-25mm

Making ferrule connection in the existing main of G.I, A.C, PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of ferrule including tapping the main, but excluding the cost of earth work and cost of all materials. (Labour cost only)

Providing and fixing brass ferrule 15mm dia. nominal bore for domestic connections.

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

Dismantling of cement concrete road pavement for laying different sizes of pipes, stacking the serviceable materials and disposal of waste materials upto a distance of 50 m including supplyof materials, labour, T&P etc. complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:2:4 (1 Cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure.

Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.