Patkot WS Scheme Block Ramnagar Nainital

Amount

Providing Design & Drawing and construction of R.C.C. Clear Water Reservoir of following Capacity (in K.L.) and supply of all materials, labour and T&P etc. including fixing of inlet outlet washout & overflow G.I. Pipe of suitable sizes and respective all fittings, painting of structure, MH Cover, ventilation arrangement, 60cm wide apron & MS leader upto top of CWR etc. complete as per direction of Engineer in charge.

RCC CWR 100 KL capacity (circular type semi underground)

Supply & fixing of chlorinating arrangement of 25 litre capacity over CWR roof slab. Including supply of all materials & labours as per type design & drawing complete.

Excavation of earth for pipe line in trenches following strata lift upto 1.5m lead upto 30m. Including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60m from trenches including supply of labour, T&P etc complete.

Excavation in single mixed with boulders etc for pipe line trench.

Supply of all materials providing all cartage of following sizes G.I.(M) pipes, specials & fittings, lowering them into trenches, laying true to the alignment & gradient, laying & jointing pipe line including cutting & threading of pipe for making up length as required.Complete in all respect G.I.(M) Pipe as per IS: 1239/1985 Part-1

15 mm dia

20 mm dia

25 mm dia

32 mm dia

40 mm dia

50 mm dia

65 mm dia

80 mm dia

Supply and fixing of valves in pipeline including cuting, threading of pipeline with fittings, materials, labours, T&P etc complete. Gate valves (Class-I) as per IS: 788/1997

25 mm dia

32 mm dia

40 mm dia

50 mm dia

65 mm dia

80 mm dia

C.I. Air valves confirming IS: 789

15 mm dia

Constructing masonry Chamber of following inside sizes in brick work in cement mortar 1:4 (1 cement: 4 coarse sand) for sluice valve, 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.

Gate valve chamber 0.6 M. X 0.6 M.X 0.75 M.

Sluice valve chamber 0.90 M. X 0.90 M. X 1.00 M.

Shifting of existing Household connections as per direction of Engineer-in- charge

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.

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. complete as per drawing and technical specifications or protection work.

Supply of all materials, labour, T & P etc and construction of BPT (Break Pressure Tank) as per type, design

Providing and fixing woltman type bulk water meter inline type, flange end with integral mounted display and all neccessary fitting etc. complete. Size nominal dia bore.

100mm dia

Boulder filled Gallery & Roughening filter :- Supply of all mateials,labour T&P etc. and construct boulder filled Gallery as per type design and directed by engineer incharge complete

Earth work in excavation by mechanical means / manual means in foundation trenches or drains, bottoms, lift upto 1.5 m, including getting out the excavated soil and including dressing of sides and ramming of disposal of surplus excavated soil as directed, within a lead of 50

In All kinds of soil

In ordinary rock

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)

Coursed rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:4(1 cement : 4 coarse sand upto plinth level

Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level. cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)

15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall.

20 mm thick plaster 1:3 CM on inner face of chamber

Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) Raised and cut pointing

80 mm thick PCC in 1:1.5:3 in chamber floor

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) In R.C.C. block. for slab

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Reinforcement for R.C.C. Work Using TMT Bars

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

Supply and filling of Graded pebbeles media Stone Aggregate (Single size) : 25 mm to 50 mm nominal size

Supply and filling of boulder pitching

Supply and filling of Stone Aggregate (Single size) : 06 to 15 mm nominal size

Supply and filling of Stone Aggregate (Single size) :15 to 25 mm nominal size

Supply and filling of Stone Aggregate (Single size) : 25 to 40 mm nominal size

Supply and lay 150 mm dia perforted G.I. (M) pipes having 10 mm dia holes 25 mm apart of MS strainer at a gradient of 1 in 50.

50 mm dia GI medium class pipe with plug for washout

MS V-notch 900 x 300 size, 3 mm thick

100 mm dia GI medium class pipe with wire net on mouth for overflow

WPC painting on outer exposed surface of approved quality (same area as pointing)

Supply and fixing of MS cover 600x600 Size with angle iron frame, 600x600 mm. 16 mm gauge steel sheet and arrangement of locking system with all labour and T&P, cartage etc. complete at site Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.assuming '@40kg/sqm

Earth work in excavation by mechanical means (hydraulic excavator)/manual means over areas exceeding 30cm in depth, 1.50m in width as well as 10 sqm on plan) including disposal of excavated earth within a lead of 50 m & lift up to 1.5 mtr. Disposal earth to be leveled and neatly dressed. Excavation in all kind of soils.