PROVN OF ONE OPEN SHED SIZE 30 X 8 MTRS AT TRANSIT CAMP UNDER GE (NORTH) UDHAMPUR

Amount

Surface excavation not exc. 30 cm deep and averaging 15 cm deep and getting out in any type of soil complete all as specified and as directed by Engr-in-Charge.

Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, for laying cables/pipes, electric poles etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth in any type of soil and getting out soil, complete all as specified and as directed by Engr-in-Charge.

Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n.exc 50m and making good surface as in any type of soil, complete all as specified and as directed by Engr-in-Charge.

Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point, complete all as specified and as directed by Engr-in-Charge.

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

Soil (approved) filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering, complete all as specified and as directed by the Engr-in-Charge.

Broken stone hardcore of gauge exceeding 63 mm but not exceeding 100mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface, complete all as specified and as directed by Engr-in-Charge

Plain cement concrete (1:4:8) type D2 using 40mm graded stone aggregate as in foudation, filling and mass concrete all as specified.

Plain cement concrete (1:2:4) type B2 using 40mm graded stone aggregate as in foudation, filling and mass concrete all as specified.

Plain cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregates) as in surface channels and drains including necessary form work, complete all as specified and as directed by Engr-in-charge.

Plain cement concrete 1:2:4, type B-1 (using 20 mm graded crushed stone aggregates) as in steps, seismic and other similar bands, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, cills, lintels upto 1.50 metre clear span, copings etc. and in similar works including weathering, slightly rounded or chamfered angles and throating and necessary form works, complete, all as specified and directed by Engr-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 and as directed by Engr-in-Charge.

Precast Reinforced cement concrete 1:2:4 (Nominal mix) type B-1, using 20mm graded crushed stone aggregates landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves, fins and similar articles with plain faces including all mouldings but excluding frame, set in cement mortar 1:4 complete all as specified.

Providing, pre-cast cement concrete 1:2:4 type B-I (20mm graded) as in kerb stones and in similar works bedded and jointed in cement morter 1:4, complete all as specified and as directed by Engr-in-Charge.

Painting to kerb stone and the like exc 10cm wide with synthetic enamel paint over suitable primer incl preparation of concrete surfaces, complete all as specified and as directed by the Engr-in-Charge.

Providing 50 mm thick cement concrete 1:3:6 type C-1 using 20mm graded crushed stone aggregates as in plinth protection laid in alternate bays (n exc 2 Sqm each ) and finished even and smooth without using extra cement and providing joints through out the thickness of the plinth protection filled with mastic filling comprising one part of bitumen 85/25 grade and three parts of sand by weight complete all as specified.

100mm thick Plain cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregates as in sub base to floors and the like, complete all as specified and as directed by Engr-in-Charge.

Machine cut kota stone slab flooring 18-20 mm thick over cement screed and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing over and including Screed bed or bedding layer of mortar 20mm thick in cement mortar 1:3, complete all as specified.

Machine cut kota stone slab flooring 18-20 mm thick in riser of steps, skirting, dado and pillar laid over cement screed and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing over and including 10 mm thick CM 1:3 mortar backing for fixing the stone slab, complete all as specified.

80 to 100mm wide border/strip of white/green marble 18-20 mm thick machine cut, bedded jointed and pointed with grey cement slurry including cutting and polishing over and including 20 mm thick CM 1:3 mortar backing for fixing the stone slab, complete all as specified.

Factory made,Machine pressed / vibro mechanically floated coloured interlocking cement paver block ISI marked, any shape and size conforming to IS 15658-2006 of 60mm thickness, M-35 Grade, with topping of cement with imported pigment including 25 mm thick sand cushioning bed including spreading levelling watering if required, Shape shall be approved by Engr-in-Charge.

Brick work with old size sub class 'B' bricks, straight or curved on plan to any radius built in cement mortar 1:6, complete all as specified and as directed by Engr-in-Charge.

Brick work with old size sub class 'B' bricks, straight or curved on plan exc 6 m mean radius in half brick thick built in cement mortar 1:4, complete all as specified and as directed by Engr-in-Charge.

15 mm thick rendering in two layer (10mm + 5mm) on fair faces of brick /concrete on wall including facia chhajja etc.surfaces in cement mortar 1:4 and finished even and smooth without using extra cement including mixing Liquid water proofing compund in the proportion as mentioned in manufacturer's instructions complete all as specified and as directed by Engr-in-Charge. Note : Water proofing compund to be measured and paid for separately as supply only.

10mm thick rendering on fair faces of brick or concrete surfaces in cement mortar 1:4, finish surfaces even and smooth without using extra cement, complete all as specified and as directed by Engr-in-Charge.

Preparing newly plastered or unplastered surfaces of wall and applying two coats of cement base paint over a coat of primer, complete all as specified and as directed by Engr-in-Charge.

Rolled mild steel in roof trusses (framed) , trussed , purlins,crane gantries , rails and fastening and heavy bracket framing ( beam, tee, angle, channel or flat section) including distance pieces conforming to Fe 410-W, Gde E-250 Quality 'A', complete all as specified and as directed. Note: All steel structures (truss and other member) shall be as per Drg No CE/TD/911/88 Sheet 1/20 to 20/20.

Mild steel screw bolts (machine made) 11 - 15mm dia with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 10cm longn but not exc 15cm long, complete all as specified and directed.

Rolled Mild Steel as in Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment, Fe 410-W (Gde- E- 250) quality-A, complete all as specified and as directed by Engr-in-Charge.

Preparation of new or previously untreated steel and iron surfaces exceeding 10 cms width or girth and applying two coats of synthetic enamel paint over and including a coat of red oxide chrome primer, complete all as specified and as directed by Engr-in-Charge.

Pre-painted coloured corrugated profiled Galvalume/Zincalume sheet with min 0.50mm TCT with BTM of 0.45mm thick conforming to IS -513(AZ-150 GSM,Al Zn alloy metallic coating 550MPA yield stress as per AS-1397),as in roof covering/clading to wall fixed with self taping screws, colour/exterior coat of silicon modified polyster/ BHP x RW paint system 20 micron top coat applied over 5 micron primer and a micron polyster back coat applied over 5 micron primer,all fixed with galvanised self drilling self tapping fastener(12-14x55 with EPDM seals), complete all as specified and directed

Pre-painted coloured plain steel profiled Galvalume/Zincalume sheet with Min 0.50 mm TCT with BTM of 0.45mm thick conforming to IS-513(AZ-150 GSM, Al Zn alloy metallic coating 550 MPA yield stress as per AS-1397) as roof ridge colour/exterior coat of silicon modified polyster/BHPxRW paint system 20 micron top coat applied over 5 micron primer and a 5 micron polyster back coat applied over 5 micron primer ,all fixed with Galvanised self drilling self-tapping fastener (12-14x55 with EPDM seals) complete all as specified and directed.

Green marble work 16 to 18mm thick (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like in cement mortar (1:3) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with marble shade of marble and including 10 mm thick backing coat in CM 1:4 complete all as specified and as directed by Engineer-in-Charge.

TMT mild steel bars, 10mm dia and over, as in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with and including MS wire (annealed not less than 0.9mm dia) , complete all as specified and as directed by Engr-in-Charge.

TMT mild steel bars, 6-8mm dia and over, as in stirrups, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and including binding with MS wire (annealed not less than 0.9mm dia), complete all as specified and as directed by Engr-in-Charge.

S&F false ceiling with fibre cement designer tile any colour painted (high pressure steam cured) of 4 mm thickness (as per IS:14862) of size 595 x 595 mm and any one of the design (occeanic, lake & hill,cascade or electra) in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 gms, both side inclusive) consisting of main 'T' runner with suitably spaced joints to get required length, and 15x32 mm made of 0.30 mm sheet, and cross'T' at 600mm c/c to form a grid including, required cutting/making, opening for services like diffusers,grills, light fittings, fixures, smoke detectors etc. Main 'T' runners to be suspended from ceiling using Gl soffit cleats fixed to existing rafter, purlin, etc with galvanised Butterfly level clips, spaced at 1200 mm c/c along main T, bottom exposed width of 15 mm of all T- sections shall be centra black pre- painted with polyester paint, and having a load bearing capacity of 12 kg/sqm, and refixed all existing electric wiring and fixture all complete at all heights as per direction of Engineer-in -Charge.

Mild steel work in tubular post for truss including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St-240, complete all as specified and as directed by Engr-in-Charge.

Point wiring with 1.5 Sqmm PVC insulated, unsheathed (FRLSH) cable with multi stranded copper conductor wiring in and including PVC conduit or casing & caping medium grade (ISI marked) and all accessories for one light /fan/ bell controlled by one switch with 1.25mm thick pressed steel terminal anodized box concealed on walls, 3mm laminated plastic sheet cover for mounting of switches, socket outlet, regulator etc , fixed by suitable size of 4 Nos cadmium screws along with PVC insulated and unsheathed FRLSH 1.5 Sqmm multistrand copper conductor earth wire connected to common earth and earth dolly, complete all as specified and as directed by Engr-in-Charge.

Switch piano type 5 Amps single pole one way 240 volts complete all as specified and as directed by Engr-in-Charge.

Ceiling rose, surface bakelite 65x 50mm two to three terminals fixed on PVC Round Block, complete all as specified and as directed by Engr-in-Charge.

Decorative ultra slim linear surface mounted LED lighting fixture (4 feet length), 20Watt LED with integral electronic driver complete making connection and testing after fixing all as specified and directed by Engr-in-charge.The specification of light fitting should meet the following : - (a) Housing of Light fitting : Aluminium Extruded (b) Operating Voltage : Between 150 V- 270V (c) Operating Temperature : -10 to +45 Degree Centigrade (d) Lumen efficacy : Not less than 110 lm/W (e) System Lumens : Not less than 2000 lm (f) Colour Temperature : Not less than 5700K (g) Surge Voltage Protection : Up to 2KV (h) Ingress protection : IP 20 (j) Total Harmonic Distortion (THD) : Not less than 20% (k) Power factor : Not less than : 0.90 (l) Line protection : Under/Over voltage Protection (m) Input Frequancy : 50 Hz

Earthing complete with galvanised steel earth plate electrode 60 cm x 60 cm x 6.0mm thick buried directly in ground, (Earth pit not less than 2.25 mtr deep below ground level) with top edge of plate not less than 1.5 mtr below normal ground level, connected to and including 4 mm dia galvanised earth lead wire by means of bolts, nuts, check nuts and washers of galvanised standard iron or steel all as specified or indicated in electrical plate no 3 of MES Part-I, including testing on completion including the material and labour of the following :- (a) Excavation and earth work for drilling hole for electrode in any type of soil. (b) PCC pit in cement concrete 1:2:4 type B-1. (c) Precast RCC cover with suitable handle 40 mm thick in PCC 1:2:4 type B-1, reinforced with welded steel wire fabric weighing not less than 1.87 Kg/Sqm. (d) Funnel with watering pipe of GI 20 mm nominal bore medium grade and copper lugs etc all as specified.

Srl item No 42 Contd … (e) 15 mm nominal bore light grade GI protection pipe 5 mtr long for protection of earthing lead from mechanical injury or tempering. (f) Requisite quantity of common salt and charcoal. (g) Testing of earthing. Note : (a) On testing after completion of earthing, if the desired earth resistance is not obtained, the earthing will be re-done by the contractor at his own risk and cost to the entire satisfaction of the Engineer-in-Charge.

Sheet metal enclosures for distribution board when MCB to be used SPN 4 way with IP-43, IK-09 protection 240V with 200 Amps rated bus bar, double door type including cutting chases in walls for fixing DBs making good the distubed surfaces to match with existing specifications ,complete all as specified and as directed.

MCB SPN, 40 to 63 Amps, 240 Volts, rupturing capacity 10 KA including providing aluminuium thimbles for outgoing cable, complete all as specified and as directed by Engr-in-Charge.

MCB SP, 6 to 32 Amps,240 Volts, rupturing capacity 10 KA including providing aluminuium thimbles for outgoing cable, complete all as specified and as directed by Engr-in-Charge.

XLPE insulated sheathed armored heavy duty LT 1100 Volts grade cable with aluminum conductors laid in trenches/pipe, fixed to poles, walls of size 16 sqmm 2 core including taking up/down old unserviceable cables and including cutting of bituminous road/chasing to any surface for laying XLPE cable and making good the disturbed surface to match the existing surface complete all as specified and as directed by Engr-in-Charge.

Dry coarse sand as cushioning to under ground cable provided with layer of 8 cms deep before laying the cable and 15 cms deep after laying and stretching the cable, punned to 18 cm thick complete all as specified and as directed. NOTE Only punned thickness shall be measured for payment purpose.

Sub class ‘B’ old size well burnt bricks, laid flat in trenches as protection to cable, complete all as specified and as directed by Engr-in-Charge.

GI tubing light grade 40mm bore along the wall/in trenches/in duct/in culvert/road crossing and including provisioning of suitable mild steel flat iron clamps and bolts, nuts and double washers etc for holding of GI pipe alongwith poles complete all as specified and as directed by Engr-in-Charge.

SHIVAE CONSTRUCTION

KAMLA CONSTRUCTION COMPANY

VARDHMAN INTERNATIONAL

M/S Inderjit Sharma and Co.

M/S CHAIN SINGH CONTRACTOR