GE/PNH-98/2019-20

Amount

B&R PORTION:- Excavation in trenches not exceeding 1.50m wide and not exceeding 1.50m in depth for foundation etc for shafts, wells,cesspits, man holes, pier holes etc not exceeding 10 sqm on plan and not exceeding 1.5m depth and getting out in hard/dense soil, complete all as specified.

Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth in any type of soil for taking out or laying of pipe etc not exceeding 10 sqm on plan and not exceeding 1.5m depth and getting out in type of soil, complete all as specified.

Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm, in any type of soil, complete all as specified and as directed.

Removing excavated material (soil) not exceeding 50m and deposition where dircted at a level not exceeding 1.50m above the starting point, all as specified and directed.

Plain cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in foundations filling and mass concrete, complete all as specified.

RCC (nominal mix) 1:1.5:3, type, A-0 (using 12.5mm graded crushed stone aggregate), as in slab supported on walls, columns in floors, roofs, landings, balconies and in shelves, complete all as specified.

TMT bars, 10mm dia and over, cut to length, bent to shape required including cranking, bending spirally or hooping for column, hooking ends and binding with and including mild steel wire(annealed) not less than 0.90mm dia complete all as specified.

Form work to soffits of suspended slab such as roof slabs, floor slabs, landings and similar work not exceeding 200mm thick for rough finished surfaces of concrete, complete all as specified and directed.

Brick work with sub class ‘B’ bricks straight or curved on plan exceeding 6m mean radius built in cement mortar 1:4, complete all as specified.

15mm thick rendering in CM 1:4 on other than fair faces of brick or stone masonry surfaces & finishing the surface even and smooth without using extra cement, complete all as specified

Preparation of new plaster surface of wall including cornices pilaster etc, and applying two coats of cement base paint over a coat of approved primer, complete as specified and directed.

Surface excavation not exceeding 30cm deep and average 15cm deep and getting out in soft/loose soil, complete all as specified and directed.

100mm thick PCC 1:5:10 type E-2 (using 40mm graded crushed stone aggregate) as in sub base to flooring/path etc, finishing even & rough to receive wearing surface, complete all as specified and directed.

Chequered cement concrete tiles 200x200x 25mm thick, set, jointed and pointed in neat cement slurry in floors/path with grey cement and pigment laid over and including 20mm thick screed bed in CM 1:4, complete all as specified and directed.

Plain cement Concrete 1:2:4 type-B-1 (using 20mm graded crushed stone aggregate) as in copings, plinth band, bed blocks and like slightly rounded or chamfered angles as directed including necessary form work, complete all as specified.

E&M PORTION:- 80mm dia GI steel water tubing ,medium grade ISI marked ,laid in trenches with and incl all fittings such as bends, elbows, tees, short pieces, diminishing pieces, union etc., complete all as specified.

Description all as per ser item No-16 above but 50mm.

Description all as per ser item No-16 here in before but 40mm.

Description all as per ser item No- 16 here in before but 25mm.

Description all as per ser item No-16 here in before but 20mm.

Description all as per ser item No-16 here in before but 100mm. Note for item No 16 to 21:- Earthwork shall be measured and paid under relevent items.

Steel water tubing 20mm bore ‘medium grade’ galvanized with all fittings like socket, union, elbow, bend, tees etc fixed to walls and ceiling or laid in floors, complete all as specified.

All as per description of ser item No- 22 above but 25mm.

Description all as per ser item No- 22 here in before but 40mm.

Description all as per ser item No- 22 here in before but 50mm.

Taking up or down steel tubing and connection of any size/bore laid in trenches or floors or fixed to walls, complete all as specified.

Sluice valve cast iron of size 100mm dia ISI Marked with flanged ends drilled with gun metal spindle and cast iron wheel with shut and open casted on it, class PN-1.6 confirming to IS:14846-2000 including necessary fixing arrangement such as rubber insulation, packing rings, jointing materials nuts, bolts, washers gaskets and packing materials, etc of suitable size fixed in repairs including testing complete all as specified and as directed by Engr-in-Charge.

Sluice valve cast iron of size 80mm dia ISI Marked with flanged ends drilled with gun metal spindle and cast iron wheel with shut and open casted on it, class PN-1.6 confirming to IS:14846-2000 including necessary fixing arrangement such as rubber insulation, packing rings, jointing materials nuts, bolts, washers gaskets and packing materials, etc of suitable size fixed in repairs including testing complete all as specified and as directed by Engr-in-Charge.

Non return valve (NVR) heavy duty cast iron of size 100mm bore, ISI Marked, flanged both ends and drilled with necessary holes for bolts including suitable nut bolts, washers, packing sheet, etc complete with necessary arrangements for fixing in repairs including testing complete all as specified and directed by Engr-in-Charge.

Non return valve (NVR) heavy duty cast iron of size 80mm bore, ISI Marked, flanged both ends and drilled with necessary holes for bolts including suitable nut bolts, washers, packing sheet, etc complete with necessary arrangements for fixing in repairs including testing complete all as specified and directed by Engr-in-Charge.

20mm bore cast copper alloy, globe or gate valves (ISI Marked), screwed down high pressure with crutch or butterfly handle screwed both ends for iron pipe or union fixed in repairs, complete all as specified.

Description all as per ser item No- 31 above but 25mm bore pipe.

Description all as per ser item No- 31 here in before but 40 mm bore pipe.

Description all as per ser item No- 31 here in before but 50 mm bore pipe.

Dismantling of old unsv valve pit chamber & construction of brick masonry valve pit of size 900x600x1000mm(internal dimension ) including excavation in any type of soil returning filling, around foundation and removal of surplus soil to a distance not exceeding 50m, PCC 1:4:8 type D-2 in foundation, brickwork in cement mortar 1:6,15mm thick plaster in cement motor 1:4 to internal surfaces and flush pointed externally as the work proceeds in the same mortar, PCC coping 80mm thick 1:2:4 type B-0 using 12.5mm graded stone aggregate, covered pit with MS sheet cover 3.15mm thick with locking arrangement and handle fixing arrangement fixed on angle iron frame 40x406mm and painting with oil paint two coat over a coat of red oxide primer complete all as specified and directed by Engr-in-Charge .

Plain cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as in foundations filling and mass concrete, complete all as specified.

M/S BHATT TRADERS