PROVN OF COMBINED WATER TANK AT BLDG NO 13 (AARAM GHAR) WITH STAGING AND CERTAIN OTHER SANCTIONED WORKS AT SUBATHU UNDER GE KASAULI

Amount

Schedule 'A' Section - I

Taking up or down15mm dia steel tubing and connections, including cleaning for re?fixing or removal to store complete all as specified.

Taking up or down20mm dia steel tubing and connections, including cleaning for re?fixing or removal to store complete all as specified.

Taking up or down25mm dia steel tubing and connections, including cleaning for re?fixing or removal to store complete all as specified.

S & F Galvanised mild Steel water tubes, 20 mm bore with all fittings, 'medium grade', ISI marked including all fittings such as bends ,elbows , tees , short length , socket , union , check nuts , nipples etc, galvanised, fixed to walls and ceiling or laid in floors complete all as specified and directed.

S & F Galvanised mild Steel water tubes,15 mm bore with all fittings, 'medium grade', ISI marked including all fittings such as bends ,elbows , tees , short length , socket , union , check nuts , nipples etc, galvanised, fixed to walls and ceiling or laid in floors complete all as specified and directed.

S & F Galvanised mild Steel water tubes,25 mm bore with all fittings, 'medium grade', ISI marked, including all fittings such as bends ,elbows , tees , short length , socket , union , check nuts , nipples etc galvanised, fixed to walls and ceiling or laid in floors complete all as specified and directed.

S& F GI tubing medium grade ,ISI Marked conforming to IS 1239 Part -1 2004 , 50 mm bore with and including all fittings such as bends ,elbows , tees , short length , socket , union , check nuts , nipples etc . Fixed and laid in trenches / floor / under culvert / road crossing etc including testing complete all as specified and as directed .

M & L for 2000 Litres rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part-I complete all as specified and as directed by the Engr-in-Charge

Supply & fixing for 20 mm bore pipe , PVC(PTMT) float valve , fixed complete all as specified and directed.

Surface excavation n exe 30 cm deep and averaging 15cm deep and getting out in Hard and dense soil.

M&L for Rough excavation not exceeding 1.5 m deep and getting out hard/ dense soil complete all as specified and directed.

M&L for cement concrete (1:4:8) type D-2 (using 40mm graded stone aggregate) in foundation, filling and mass concrete.

M&L for reinforced cement concrete type B-1 (1:2:4) (Using 20 mm agg) in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all ass specified.

Excavation in trenches in hard dense soil n exe. 1.5m wide & n exe. 1.5 m in depth and n . Exe . 10 sqm on plan for laying pipe in trenches and getting out complete all as specified and directed .

Returning, filling in, including spreading, leveling, watering and well ramming in layers n.exc 25cm

Removing of surplus soil to a distance n. exe. 50 m and deposit where directed at a level n .exe. 1.5m above starting point complete all as specified and directed

Removing of surplus soil to a distance exe. 1.50 m but n exe. 5 km deposit where directed at a level n .exe. 1.5m above starting point complete all as specified and directed

Formwork to sides and soffits of floor or roof beams, beam haunch?ings, girders, bressummers, lintels, etc.finished flat surfaces complete all as specified.

M&L for hard core of gauge n. exc 63mm of broken stone or boulders , deposited, spread and levelled in layers n.exc 15cm thick, watered and rammed to a true surface complete all as specified and directed

Supply and fix Mild steel TMT bar 10mm dia and over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed.

M&L for MS work with agnle section as in staging for water storage tank conforming to Fe 290 Gde E 165 as directed by Engineer-in-Charge,complete all as specified.

M&L for welded steel wire fabric weight n exc 4 kg per sqm fixed to steel or wood members complete all as specified.

S&F Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into pikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work con- forming to Fe.290.Gde-E-165,complete all as specified.

S&F 125 mm size Butt hinges, medium weight, cold rolled mild steel, and fixed,complete all as specified.

M&L for preparation of new or previously untreated steel surface of any description over 10 cm width or girth and applying two coat of synthetic enamel paint over a coat of red oxide primer,complete all as specified.

S&F for Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required: hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similarsmall articles conforming to Fe-290 Gde-E-165.etc complete all as specified.

M&L for Walling of random rubble,uncoursed well bonded, built in CM(1:4)as in retaining wall,parapet,steps complete all as specified & directed by Engineer in charge.

M/L for PCC 1:3:6 type C-1 using 20 mm graded stone agg as in coping to retaining walls/steps/parapet /base of railing post etc including necessary formwork and forming construction joint at 3.00m interval and expansion jpoint at 10 m interval etc complete all as specified.

S&F of bronze gate valve for 50mm bore pipe , with iron wheel head , screwed both ends for iron pipe and fixed , ISI marked confirming to IS 778 : 1984 , complete all as specified and directed .

S&F of bronze gate valve for 40 mm bore pipe , with iron wheel head , screwed both ends for iron pipe and fixed , ISI marked confirming to IS 778 : 1984 , complete all as specified and directed .

Cutting / drilling 50 mm bore pipe line and providing leak proof jointing materials and includig testing / commissioning the pipe line on full pressure complete all as specified and directed by Engr-in-charge.

M&L for Rendering 15mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.

S&F 20 mm dia stop valves, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed in repair etc complete all as specified.

Excavating in post holes in hard and dense soil (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and raming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50m and making good surface complete all as specified.

M&L Plain Cement concrete 1:3:6 type C2 using 40mm graded stone aggregates as in foundations, filling and mass concrete, all as specified.

M&L PCC 1:3:6 type C-I using 20mm graded stone aggregate as in bed block and filling of chowkats etc complete all as specified.

S&F Mild steel work as in Roof trusses(frame), trussed, purlins, crane, gantries, rail, cleat framing (beam ,tee, angle,channel,flat section including welding etc.complete all as specified.

S & F pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 MPA as in roof covering/ cladding to wall fixed with self tapping screws complete with ridge etc.

M & L for 50mm thick cement concrete type C-2 1:3:6 using 40mm graded aggregate , as in sub base of floor complete all as specified and as directed

Material and labour for brick work with sub class ‘B’ bricks, straight or curved on plan exc 6.0m mean radius in cement mortar 1:6, complete all as specified.

M & L Rendering 15mm thick on other than fair faces of brick work or concrete surfaces in CM 1:6 finished even and smooth without using extra cement all as specified

M&L for Preparation of newly plastered surfaces of walls and applying two coat of cement base paint complete all as specified.

M&L for Virified Ceramic tiles 7-8 mm thick (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match including screed bed or bedding layer of mortar 15 mm thick in CM 1:4 complete all as specified and directed.

M &L for Glazed ceramic coloured tiles 450X300X7mm thick,laid in vertical surfaces, etc set and jointed in neat cement slurry and pointed in coloured cement to match tiles over and including 10 mm thick rendering in cement mortar 1:4 complete all as specified.

S & F in repair 75 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, walls complete all as specified and as directed by the Engineer-in-Charge.

S&F PVC(SWR) bend 75mm dia bore complete all as specified and directed by Engr-in-Charge.

M&L Reinforced cement concrete Type B1 1:2:4 (20 mm graded aggregate) (nominal mix) in Slabs supported on walls,beams and columns in floors,roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified.

M&L Coloured Vitrified Ceramic tilesVirified Ceramic tiles 7-8 mm thick (square/ rectangular) polished, area of each tiles exceeding 0.36 sqm but not exceeding 0.42 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 20mm thick screed bed in cement mortar 1:4 complete all as specified and directed by Engr-in-Charge.

M & L for 75mm thick cement concrete type C-2 1:3:6 using 40mm graded aggregate , as in sub base of floor complete all as specified and as directed.

M&L Excavating over areas, n exc1.5 m deep and getting out in hard/dense soil. complete all as specified.

Removing excavated material (soils) to a distance exceeding 250 meter bot n exc 500 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified.

M&L for PCC M-15 1:2:4 type B-2 using 40 mm graded stone aggregate as in sub base concrete complete all as specified.

M&L for Walling of random rubble masonary,brought upto course,well bonded,bedded and solidly heartted, built in CM(1:4)as in retaining wall,parapet,steps complete all as specified & directed by Engineer in charge

M/L for PCC 1:2:4 type B-1 using 20 mm graded stone agg as in coping including use and waste of form work ,weathering,slightly rounded or chamfered angles,throating etc complete all as specified.

M&L plain cement concrete(1:2:4) type B-1 ,using 20 mm graded stone aggregate as in bond stone of size 15 cmx 15 cm in section and length as per section of wall,including use and waste of form work,and set in cement mortar 1:4 etc complete all as specified.

M&L for Raised pointing to random rubble or polygonal rubbles,uncoursed or brought upto course,walling with CM 1:3 ,complete all as specified and as directed.

M&L for PVC(SWR) pipes 110 mm bore as in weep holes in retaining wall complete all as specified.

Rough excavation not exceeding 1.5 m deep and getting out in soft and disintegrated rock complete all as specified.

M&L Cement concrete type E-2, 1:5:10(40mm graded aggregate) as in flexural concrete pavement , hard standing etc.

M&L for 100 mm thick plain cement concrete type B-2, 1:2:4 using 40 mm graded aggregate for laying floor finishes. finished even and smooth without using extra cement.

Forming 12 mm thick expansion joint filled with preformed bituminous filler & top 30 mm primed & sealed with sealing compound, Grade 'A' for 100 mm thickness of concrete.

Forming 10mm thick construction joint 30 mm deep, filled with sealing compound, Grade 'A'.

Amount of credit of Rs. 25900.00 for retrived old material as mentioned in Schedule 'A' section-II of tender document in pdf form, will be deducted offline while acceptence of tender.

M/s Parmod Kumar

M/s Krishan Aggarwal