PROVN OF WASHING PT 50 KL UNDERGROUND WATER STORAGE TANK AND SPECIAL REPAIRS TO BER OF SPLIT WINDOW AC AND ALLIED WORKS UNDER GE (ARMY) JAISALMER

Amount

Excavating over areas not exceeding 1.5m deep and getting out soft/ disintegrated rock all as specified & directed by Engineer-in-Charge.

Excavating over area exceeding 1.5m deep but not exceeding 3.00m deep and getting out soft/disintegrated rock all as specified & directed by Engineer-in-charge.

Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in any type of soil complete all as specified & directed by Engineer-in-Charge.

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/ disintegrated rock all as specified & directed by Engineer-in-Charge.

Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in any type of soil all as specified & directed by Engineer-in-Charge.

Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soft/ disintegrated rock all as specified & directed by Engineer-in-Charge.

Removing excavated soil to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified & directed by Engineer-in-Charge.

Removing excavated soft/ disintegrated rock to a distance exc. 250 m but n exc. 500 m and depositing where directed at a level not exceeding 1.5 m above the starting point all as directed & specified.

M&L for plain cement concrete (1:3:6) type C-1 (using 20 mm graded stone aggregate) as in surface channels and drains etc like including necessary forms/ moulds complete all as specified & directed by Engineer-in-charge.

M&L for plain cement concrete (1:3:6) type C-2 (using 40 mm graded stone aggregate) as in foundations, filling & mass concrete all as specified & directed by Engineer-in-Charge.

M&L PCC 1:2:4 type B-0 using (12.5mm graded stone aggregate) as in coping etc and like, including weathering, slightly rounded or chamfered angles and throating as directed with and includings necessary form work complete all as specified and directed by Engineer-in-charge.

M&L for rendering 15 mm thick plaster in cement mortar (1:4) on fair faces of brick work or concrete surfaces of walls and finishing the surface even and smooth without using extra cement all as specified and directed by Engineer-in-charge.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified & directed by Engineer-in-charge.

Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter etc for fair finished curved surfaces all as specified & directed by Engineer-in-Charge.

Form work to sides of concrete foundations, footings, base of columns, rafts and raft beams, sides and soffits (IF any) of foundation and plinth beams etc for rough finished flat surfaces all as specified & directed by Engineer-in-Charge.

Form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exceeding 200mm thick (Horizontal or sloping) for rough finished flat surfaces all as specified & directed by Engineer-in-Charge.

M&L for mild steel TMT bars 10mm dia & over cut to length, bend 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 & directed by Engineer-in-Charge.

M&L for mild steel TMT bars 6mm to 8mm dia & over cut to length, bend 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 & directed by Engineer-in-Charge.

M&L, reinforced cement concrete (design mix) M-30 grade (20mm graded stone aggregate) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified & directed by Engineer-in-Charge.

M&L, reinforced cement concrete (design mix) M-30 grade (20mm graded stone aggregate) as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified & directed by Engineer-in-Charge.

M&L, reinforced cement concrete (design mix) M-30 grade (20mm graded stone aggregate) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and shelves etc all as specified & directed.

Supply only integral water proofing compound all as specified & directed by Engineer-in-charge.

M&L for rendering 10mm thick plaster on brick or concrete surface of walls in CM (1:4) finished the surface even & smooth without using extra cement complete all as specified & directed.

M&L for hardcore of gauge not exceeding 63 mm of broken stone or boulders, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface all as specified & directed by Engineer-in-Charge

M&L for 75 mm thick PCC (1:3:6) type C1 (using 20 mm graded stone aggregate) laid in alternative bays as in plinth protection including finished the surface even & fair without using extra cement & filling the joints with mastic filling i.e one part of bitumen 85/25, 3 parts of sand by weight complete all as specified and directed by Engineer-in-charge.

S&F hand rails, half round or other steel section or core for wooden hand rail straight portion, drilled and countersunk for balusters running bars for doors, balusters, nosing to steps including embending in concrete and screwing etc, wind ties for roof including securing bolts, posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc flat iron fillets (for securing wire mesh etc) including all necessary drilling, bolting or riverting etc and similar work conforming to Fe-290 Gde E-165 complete all as specified & directed by Engineer-in-charge.

Surface excavation not exceeding 30cm and averaging 15 cm deep and getting out in hard/dense soil complete all as specified & directed by Engineer-in-charge.

M&L for Edge stones to flooring with stone setts of size 250 to 300mm long x150 to 200mm wide, and 450mm deep and sides dressed; bedded in cement mortar 1:3, joints 20mm thick; grouted in cement mortar 1:2 with an admixture of metallic floor hardner 5% by weight of cement and struck flush all as specified & directed by Engineer-in-Charge.

M&L for 100 mm thick cement concrete (1:4:8) type D-2 (using 40 mm graded stone aggregate) as in sub base of flooring/ hard standing path & finishing the surface even & fair without using extra cement all as specified & directed by Engineer-in-Charge.

M&L for 40 mm thick cement concrete (1:2:4) type B-1 using 20 mm graded stone aggregate as in flooring finishing the surface even & smooth without using extra cement all as specified & directed by Engineer-in-Charge.

Supply only 38mm wide and 3mm thick glass dividing strip complete all as specified & directed by Engineer-in-charge.

S&F rolled mild steel joist, channel, angle or tee sections, fixed independently, without connecting plates, etc (cut to ordinary lengths i.e. within 20mm of the length indicated) conform to Fe 410-W (Gde E-250 quality-A) complete all as specified & directed by Engineer-in-charge.

S&F rolled mild steel roof trusses (framed), trussed, purlins, crane, gantries, rails and fastening and heavy bracket framing (Beams, tee, angle, channel or flat sections) including distance pieces, cleat etc conforming to Fe-410-W Gde E-250 quality-A all as specified & directed by Engineer-in-charge.

S&F rolled sections as in main and cross beams, hip and jack rafters, purlins where connected to common rafters and running rails and guides for sliding doors, fixed with angle cleats or other connecting plates conforming to Fe 410-W (Gde E-250 quality-A) complete all as specified & directed by Engineer-in-charge.

M&L for preparation of new or previously untreated steel surface of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint (ordinary tint) over a coat of red- oxide, zinc chrome primer complete all as specified & directed by Engineer-in-charge.

M&L, pre-painted galvalume aluminium zinc coating GI based corrugated steel sheeting 0.50 mm thick any colour having tensile strength 550 Mpa as in roof coverings/cladding to wall, fixed with self tapping screws etc complete all as specified & directed by Engineer-in-charge.

M&L moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified & directed by Engineer-in-charge.

M&L for precast cement concrete (1:3:6) type C-1 using 20mm graded stone aggregate as in block masonry with solid blocks exceeding 10cm width and setting in cement mortar 1:6 complete all as specified & directed by Engineer-in-charge.

M&L for rendering 15 mm thick, plaster in cement mortar (1:4) on stone masonry wall surfaces or surfaces other than fair faces of brick work or one side of lathing and finishing the surface even and smooth without using extra cement all as specified & directed by Engineer-in-charge.

M&L for preparation of new plastered or unplastered surfaces of walls and applying two coats of cement base paint over a coat of cement primer all as specified & directed by Engineer-in-charge.

S&F 2000 litres capacity, three layered, white colour 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 & directed by Engineer-in-charge.

S&F 20 mm bore ball brass valves, high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule complete all as specified & directed by Engineer-in-charge.

S&F steel water tubing (ISI marked) medium grade galvanised, 20mm bore with all fittings and fixed to walls and ceiling or laid in floors complete all as specified and directed by Engineer-in-charge.

S&F steel water tubing (ISI marked) medium grade galvanised, 40mm bore with all fittings and fixed to walls and ceiling or laid in floors complete all as specified and directed by Engineer-in-charge.

S&F steel water tubing (ISI marked) medium grade galvanised, 50mm bore with all fittings and fixed to walls and ceiling or laid in floors complete all as specified and directed by Engineer-in-charge.

S&F gun metal, globe or gate valve with iron wheel head screwed both ends for iron pipe and fixed for the 20mm sizes with ISI marked and as per IS 14846 all as specified and directed by the Engineer-in-Charge.

S&F gun metal, globe or gate valve with iron wheel head screwed both ends for iron pipe and fixed for the 40mm sizes with ISI marked and as per IS 14846 all as specified and directed by the Engineer-in-Charge.

S&F gun metal, globe or gate valve with iron wheel head screwed both ends for iron pipe and fixed for the 50mm sizes with ISI marked and as per IS 14846 all as specified and directed by the Engineer-in-Charge.

M&L for 300mm bore reinforced concrete pipes , class NP-2 laid and jointed complete with collars all as specified & directed by Engineer-in-charge.

S&F for 4mm dia galvanised steel wire, 150x100mm mesh, made up into mattresses or cages, lapped, wired and laid in position, including closing after filling all as specified & directed by Engineer-in-charge.

Supply and fix complete to laid in trenches steel water tubing galvanised medium grade with all fittings and accessories of following sizes:-

(a) 50 mm bore.

(b) 80 mm bore.

M&L for Cement concrete (1:2:4) type B2 (40mm graded aggregate) in foundations, filling and mass concrete for foundation of motor pump set of any size and capacity complete by using 10mm thick MS Sheet of approprite size and welding proper size and length of bolt and nut in foundation for avoiding vibration at the time of operation of motor pump set complete with demolition of existing foundation and considering of alignment of motor pump set complete all as specified & directed by Engineer-in-charge.

Supply and fix 80 mm bore cast iron non return (reflux) valve both flanged ends in swing type design as per IS 5312 Part-1, PN-1.0 complete all as specified & directed by Engineer-in-charge.

Supply and fix Sluice valve PN-1.6 with gun metal spindle and wedge nut ISI maked (IS-14846:2000) complete with iron wheel of 80 mm bore complete all as specified & directed by Engineer-in-charge. Note:- Rate includes neccesary arrangements and cutting the pipe of required dimension with attachments for fitting the sluice valve.

S & F foot valve cast iron assembly of 80 mm bore in suction line complete all as specified & directed by Engineer-in-charge.

M&L for cutting of DI water mains raising pipeline 150 mm in existing position for branch connection including insertion of Tee DI 150 x 150 x 80 mm rubber coupling , nuts bolts of suitable size including necessary accessories complete all as specified & directed by Engineer-in-charge.

Construction of valve chamber of size 100 x 100 x 100 cm (internal dimensions) with the following specifications :-

(i) 15cm thick PCC 1:4:8 type D-2 (using stone aggregate) as in foundation concrete. (ii) PCC solid block masonry 200mm thick using grade C-5 block in CM 1:6 (iii) Rendering 15mm thick in CM 1:4 finished even and fair. (iv) PCC 1:3:6 type C-1 (using 20mm graded stone aggregate) as in coping. (v) 3mm thick MS sheet cover alongwith MS angle iron frame 40 x 40x6 mm duly embedded in coping concrete with necessary locking arrangement. (vi) Painting MS sheet cover and frame with two coats of synthetic enamel paint over a coat of red oxide primer. (NOTE : Excavation and earthwork included under respective items of Sch 'A')

S&F Monoblock pump set suitable for 220 V, 1 phase system having capacity 2 HP (1.5kw), 80 mm dia pipe for suction X delivery, head range 10-14 Mtr, discharge 900-400 lpm, 3000 rpm, wiring for connection of pump from starter complete all as specified & directed by Engineer-in-charge.

Supply and fix DOL Starter and controller suitable for 2 HP, 1 phase monoblock pump set, start capacitance 150-200 mf, run capacitance 72 mf, operating voltage 0-300 v, current range 0-30 amps including indicating push button, wiring for connection from panel to starter complete all as specified & directed by Engineer-in-charge.

Supply laying and testing cable XLPE Insulated screened PVC bedded, galvanised steel strip or wire armoured,electric power cables(heavy duty) with stranded aluminium conductor, 1100 volts grade of size 4 core 10 Sq mm complete all as specified & directed by Engineer-in-charge.

M&L for sand cushioning to underground PVC/XLPE cable with tibba sand and punning to provide required cover complete all as directed by Engineer-in-charge. (Note :- Punned thickness of sand cushioning shall only measured).

Supplying and laying Jodhpur stone quarry faced stone slab cover 25 to 30 cm in width, 50 to 60 cm long and 40 to 50 mm thick, laid dry and abutting each other with gap between adjacent slab not exceeding 10 mm over under ground cables for protection complete all as specified & directed by Engineer-in-charge.

Supply and Install hi wall inverter split units indoor/outdoor complete with cordless remote control unit and with inbuilt air ioniser and plasma filter for beer indoor air quality with star rating (3/4/5) and EER 3.2 of capacity of 1 TR complete all as specified & directed by Engineer-in-charge.

Supply only desert cooler (Steel body) electric driven single phase, having nominal air flow capacity of 5000 CuM per hour aluminium fan blade of size 450 mm sweep bottom,copper winding fan motor and all body made with minimum 18 gauge GI sheet including primer coat red oxide and synthetic enamel paint with float valve of 15mm dia complete all as specified & directed by Engineer-in-charge.

Supply and fix room window type air conditioner electric driven (single phase), cooling capacity 4500 K Cal per hour 1.5 Ton.BEE with star rated (3/4/5) complete all as specified & directed by Engineer-in-charge.

Supply and fix room window type air conditioner electric driven (single phase), cooling capacity 6000 K Cal per hour 2 Ton.BEE with star rated (3/4/5) complete all as specified & directed by Engineer-in-charge.

Supply and fix Voltage stabilizer for automatic operation, single phase naturally air cooled indoor type & designed for input variation between 170 V to 250 V with output voltage stabilized at 230 V with accuracy of ± 2.5% and of capacity 2 KVA complete all as specified & directed by Engineer-in-charge.

Supply and fix Voltage stabilizer for automatic operation, single phase naturally air cooled indoor type & designed for input variation between 170 V to 250 V with output voltage stabilized at 230 V with accuracy of ± 2.5% and of capacity 3 KVA complete all as specified & directed by Engineer-in-charge.

Supply and fix Voltage stabilizer for automatic operation, single phase naturally air cooled indoor type & designed for input variation between 170 V to 250 V with output voltage stabilized at 230 V with accuracy of ± 2.5% and of capacity 5 KVA complete all as specified & directed by Engineer-in-charge.

M/s Shree Construction Company