Providing functional House hold tap connection under LWSS Kholi in GP Kholi

Amount

Excavation in foundation trenches etc. lift upto 1.50 mtrs. stacking the excavated soil lnot more than 3 mtrs. Clear from the edge of the excavation and then returning the stacked soil in 15 cm layers, when required into plinth sides of foundations etc. Consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth with in all leads and lifts . Pick work & jumper work 50% as per direction of Engineer-in-Charge with in all leads and lifts .

P/L cement concrete 1:3:6 (1cement:3 sand:6graded stone aggregate 40mm nominal size) excluding cost of form work in foundation and plinth as per the direction of Engineer-in-Charge with in all leads and lifts.

Providing and Laying cement concrete 1:1.5:3 (1 Cement:1.5 Sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work:-

Foundation , footing, bases of columns and the like & mass concrete. Within all leads and lifts.

Walls, any thickness but not less than 0.10 mtrs. Thickness ) attached pillers , partitions, buttresses plinth and string courses etc. and the like complet in all respect including all leads and lifts.

Suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor level within all leads and lifts.

Arches upto floor two level complete within all leads and lifts.

Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x 30x5mm so as to give a fair finish including centring, shuttering , and propping etc. height of propping and centring below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in-situ-reinforced concrete and plain concrete work in:

Vertical surfaces such as walls, any thickness partitions buttresses plinth and string courses and the like complet in all respect including all leads and lifts.

Flat surfaces such as soffits and suspended floors, roofs landing and the like floors etc upto 200mm in thickness as per the direction of Engineer-in-Charge with in all leads and lifts.

Providing form work of ordinary timber planking so as to give a rough finish including centring,shuttering,strutting and propping etc.height of propping and centring below supporting floor to ceiling not exceeding 4 metrre and removal of the same for in-situ-reinforced concrete and plain concrete work in:- Arches upto 6 mtrs. in span within all leads and lifts as per the direction of Engineer-in- Charge.

Arches beyond 6.00 mtrs span complete within all leads and lifts.

Providing in RCC work smooth finishing of the exposed surface with cement mortar 1:3 (1 cement : 3 sand) within all leads and lifts.

Prov.Laying Mild steel /Tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level (tor steel) as per the direction of Engineer-in-Charge with in all leads and lifts.

Providing Steel work welded in built up section trusses and framed work including cuttint, hosting fixing in position and applying a priming coat of red lead paint in grating framed guards bars railing brackets and similar works in all respect including all leads and lifts.

Laying, Jointing & testing of GMS / MS tubes ( L/M - class) tube fitting ( earth work in trenches to be measured & paid for separately) score pipe 100 mm.

80 mm dia

65 mm dia

50 mm dia

Providing & fixing CI sluice valve (with hand wheel ) as per IS: 780-1984 class-I upto 300 mm dia. (i/c brass spindle & as per 2906-1984 class-II for dia.> 300mm) complete with bolts nuts, rubber insertion etc., ( the tail piece if required shall be measured & paid for separatly).

80 mm dia

65 mm dia

Providing & fixing of precast conctete (SFRC) manhole cover with frame havin frame size 560 mm internal dia & should not be less than 100 kg.conforming to IS specifications Code- 12592 Part-I & II with latest amendment (M. duty)as per the direction of Engineer-in-Charge with in all leads and lifts.

Constructing Chamber for sluice valve, with CI surface box 100 mm top dia,. 160 mm bottom dia & 180 mm deep (inside) with chained lid RCC top 1:2:4 mix ( I cement : 2 Sand : 4 graded stone aggregate 20 mm nominal size ) 150 mm thick foundation concrete 1:5:10 ( I cement : 5 Sand : 10 graded stone aggregate 40 mm nominal size ) & inside plastering with cement mortor 1:3 ( I cement : 3 Sand ) finished with a floating coat of neat cement i/c curing complete . 600x600 x750 mm inside size with 150 mm thick walls of RCC 1:2:4 ( I cement : 2 Sand : 4 graded stone aggregate 20 mm nominal size ) complete ith form work & reinforcement with 6 mm bars at not exceeding 150 mm centres both ways with in all leads and lifts.

Precast concrete block masonry in partitions walls 10 cm thick with solid blocks of approved size i/c quion block closer etc. made of cement concrate 1:3:6 ( I cement: 3 sand and :6 graded stpme aggregate 40 mm nominal) in cm 1:3 ( 1 cement : 3 sand) complete within all leads and lifts.

Providing and placing in position in horigontal layer filtering media as per IS 8419 ( part - I) 1977 , dully screened, washed and cleaned as specified by the Engineer -in - Charge complete within all leads and lifts.

Top layer : fine sand ( effi size .20 mm to 0.40 mm & uniformity coefficient 2.00 to 3.00)

2nd layer Course sand 2 mm to 6 mm

3rd layer Bajri 20 mm to 25 mm

4th layer Bajri 6 mm to 20 mm

Bottom layer Broken stone 50 mm

Ashwani

shardul choudhary

Harminder Singh

VIJAY KAPOOR

SURAJ KUMAR RATTAN

ashok kumar govt contractor

KULBINDER SINGH GOVT CONTRACTOR

RAVI DUTT

Fakir Mohamad

Naveen Kumar