ADDN ALTN AND SPL REPAIRS TO ADM BLOCK SHEDS AND PROVN OF SECURITY FENCE WITH ALLIED INFRA AT VD PANAGARH

Amount

Excavation over areas n.exc 1.5m deep and geting out in soft/loose soil.

Excavation in trenches n.exc 1.5m deep and 1.5 m wide and geeting out in soft/loose soil.

Material & Labour for mixixing of fly ash, clinker & stone dust in proportion of 1:3 :6 ( i .e 10% Fly ash, 30% Clinker and 60% Stone dust materials) laying , watering , ramming and compacting with vibratory roller to get min CBR value 8% and Dry density 97 % placed at required camber and gradient complete as directed by Engr-in-Charge

M&L Hard core of broken stone or bolders of guage not exc 63 mm deposited speared and levelled in layers not exc 15 cm thick watered and rammed to a true surface.

M&L PCC (1:3:6) type C-2 using 40mm graded stone aggregate as in bed of 450mm bore of pipe (RCC hume pipe) including packing under and completely surrounding pipe.

M&L PCC (1:2:4) type B-1 using 20 mm graded stone aggregate as in coping, bed plate kerbs including weathering slightly rounded or chamfered angles and throating etc as directed.

Removing of excavated soil, material exc 250mtr but n.exc 500 mtrs and depositing where directed

Removing excaveted material n.exc 50m and depositing where directed at a level n.exc 1.5 m above the starting point.

M&L Fly ash brick work using old size brick built in CM (1:4) straight or curved on plan exceeding 6 metre mean radius.

Rendering 15 mm thick in cement and sand mortar (1:4) on fair faces of brick work or concrete surface of wall, surface finished even and smooth without using extra cement.

M&L for 100mm thick PCC 1:4:8 type D-2 using 40 mm graded agg as in sub base under chequered tiles.

Precast cement concrete solid block kerb stone of PCC 1:2:4 type BI using 20 mm graded stone agg. Including weathering or chamfered Angles etc.and setting in CM. 1:6.

M&L 15 mm thick Screed bed or bedding layer in CM 1:6 under chequered tiles.

M&L Cement Concrete Coloured tiles 300mm x 300mm x 25 mm thick (Chequered tiles) machine pressed, set jointed and pointed in neat cement slurry with grey cement and pigments in path complete all as specified and directed.

PVC SWR Pipes of 150 mm bore dia single socketed in any length laid in floor or in trenches.

S&F Reinforcete concrete pipes ,class NP2, laid and jointed complete with collars 450 mm bore

Preparation of new plaster surfaces of any description and applying two coats of colour wash over a coat of white wash.

S&F Framed work such as grills, gratins etc. With ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; frame work of water tanks and similar work conforming to Fe-290. Gde E-165.

Rolling and consilidating road formation surfaces in cutting with 8 to 12 tonne power roller.

M&L for Soling (or sub base) 200mm thick laid in two layers of 100 mm thick broken boulders or quarried stone of size as per MORTH specification, intersticess tilled surface, formed and rolled and consolidated as required with ower roller capacity exc 8 ton n.exc 12 ton complete all as specified and directed. Note: Rates shall be quoted by bidders for two layers 100 mm each and requested as one composite layer of 200 mm after rolling.

M&L for 150 mm th (compacted th) WBM (laid in two layers of each 75mm) with Granite, trap or basalt coarse aggregates of grading 2 (63 to40 mm size) spread, rolled and consolidated to gradient and camber required, complete all as specified and directed.

Preparing unsurfaced WBM surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally faning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly a prime coat of paving bitumen VG 10 @10 kgs per 10 Sqm with mechanical pressure sprayer, complete all as specified and directed.

M&L for premix bitumious macadam carpeting 50mm consolidated thickness with 4% binder content (paving bitumen VG-30) by weight of total mix, paving bitumen of any penetration laid/spread uniformly by means of mechinial paver over WBM surface and rolled with 8 to 12 tonne power roller to required camber and gradient.

M&L applying evenly a tack coat with paving bitumen VG-10 @ 05 Kg per 10 Sqm with mechanical pressure sprayer

M&L Bituminous premix Dense asphaltic concrete 40 mm consolidated thickness with paving bitumen VG-30 any penetration 5.5% binder content by weight of total mix, rolled and compacted to required camber and gradient complete with paving bitumen, complete all as specified and directed.

S&F for Cat eye solar reflective type of metal body alloy of size 100x100x20mm with PAMA striplens reflector of model No DA 972.0 fixed with and incl MS stud of suitable size as per manufacturer instructions.

Supply and lay pipe galvanized, “Medium grade”, including fittings 80 mm (3”) dia.

Supply and lay pipe galvanized, “Medium grade”, including fittings 50 mm (2”) dia.

Supply and lay pipe galvanized, “Medium grade”, including fittings 25 mm (1”) dia.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm

S&F valve stop valve GM gate screwed complete for size 80 mm

S&F valve stop valve GM gate screwed complete for size 50 mm

S&F valve stop valve GM gate screwed complete for size 25 mm

M & L Construction of brick masonry chamber of 60 cm x 60 cmx 60 cm [internal dimensions] suitable for 25mm/50mm bore sluice valve with PCC 1:4:8 type D2 using 40 mm graded stone aggregate for foundation brick wall withFlyash Brick size built in CM 1:6 PCC [1:2:4] type B1 [using 20 mm graded stone aggregate for coping rendering in CM [1.4] 15 MM thick including provision of MS sheet cover 3 mm thick with two coats of synthetic enamel paint over a coat of red oxide primer to steel surfaces and locking arrangement including necessary excavation and earth work in any type of soil complete all as specified.

Ferrul the existing main water supply pipe line 100 mm bore CI/DI line for branch connection of the internal dia 25 mm.

Material and labour for plain cement concrete type C2 (1:3:6) (Nominal Mix) using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed .

Material and labour for PCC 1:2:4 type B-1 (using 20mm graded stone aggregate) as in benching and haunching including necessary form work complete all as spd and as directed .

Materials and labour for rendering 15 mm thick in cement mortar (1:4) on wall finished even and smooth without using extra cement with water proof compound as per manufacturer instruction complete all as specified and as directed (Note: WPC shall be measured and paid separately under respective item).

Supply only integral water proofing compound ISI marked

Material & labour for RCC (1:2:4) type BI (using 20mm graded stone aggregate) as in precast cement concrete for cover slab set in cement mortar (1:6) with necessary form work complete all as specified and as directed .

Supply and fixing mild steel TMT bar 10mm dia and over cut to length bend to shape required including cranking bending hooking end etc including MS wire (annealed) not less than 0.9mm dia complete all as specified and as directed .

Material and labour for plain cement concrete 1:3:6, type C-2 using 40mm graded stone aggregate bed to drain pipes including cradal against the sides of pipes after they are laid and tested for 150mm bore NP2 pipes complete all as specified and as directed.

Cutting in to existing manhole for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 smooth finished, and reforming benching as required (150 mm) bore.

M&L PCC 1:3:6 type C-2 (40mm graded aggregate) in Fdn, filling and mass complete.

M&L PCC (1:2:4) Type B-1 using 20 mm graded aggregate as suface , channel or drain

Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement including form, mould, mitred / stoped ends etc

Add or deduct for each 25 mm girth or parrt thereof over or under 30 cm inner girth in cement concrete, using extra cement including form, mould, mitred / stoped ends etc

Excavating in posthole (or similar holes) each n.exc 0.5 cum, getting out, returning, filling in and ramming , earth or broken ruibble mixed with earth around, in layers n.exc 25cm

M&L for steel sections, posts and stuts in fencing incl cutting tops to shape as directed a, drilling wholes, notching wire, etc falt iron fillates (for securing wire mess etc) posts and struts in fencing incl cutting top to shape as directed incl all necessary drilling holes, notching, bolting or riveting, etc and similar work conforming to Fe -290 Gde E-165

M&L MS Screw bolt machine made 11mm to 15 mm dia of shank with hexagonal / square heads at one end and screw the other or screwed both ends each screw and fitted with washer one hexagonal or square nut length of bolt exc 5cm long but n.exc 10 cm long.

Fixing onlychain link fencing incl line wires, any mesh , size and type to any type of standards rails, scaraining bolts, etc incl permission of binding wire

Supply only chain link MS galvanised fencing of mesh size n.exc 75 mm x 75mm with minimum dia of wire 3.0 mm Note:- Fixing shall be measured under Srl item No 1.51 herein above.

M&L MS flat 40x6 mm, fixing independently, in available length incl cutting top to shape as directed incl all necessary drilling hoes, notching, bolting or reveting etc and similar work conforming to Fe-290 Gde E-165

S&F galvanised, 2 strands, steel barbed wire 2.24 mm dia barbed with 2 mm dia bards at 75mm spacing and straining and fixing to any type of strand of rails straining bolt, incl securing or typing at crossing with an provising of galvanised MS wire, staples or stell pins, etc as directed (each line wire to be measured).

Preparation of new steel surface of any description n.exc 10cm in width or girth and applying two coats of synthetic enamel paints over a coat of red oxide primer.

Preparation of new steel surface of any description exceeding 10cm in width or girth and applying two coats of synthetic enamel paints over a coat of red oxide primer.

M&L PCC Type D-2 (1:4:8) with 40 mm graded aggregte as in Fdn filling and mass concrete.

M&L for RCC M-25 Design Mix as in Fdn incl rafts, footing, Fdn beams, plinth beams bases for column etc and mass concrete.

M&L for RCCM-25 Design Mix as in columns, pillars, pier's, post and struts.

M&L for TMT Bar 5mm dia and over upto and incl 10 mm dia in stirrups, spacer's and binder's.

Use and waste form work to side of concrete, Fdn, footing, bases of columns, raft and raft beams, sides and soffit of Fdn and simiar work, vertical or to batter.

Use and waste form work to side of pillars,post, stouts, pipes, columns and stanchions.

S&F rolled MS in frame work as in doors or gates of angle or other sections with gussest plates, rails bracesetc complete drilled for fixing of steel sitting or other covering, doors etc to be prepared for hanging or slidning with and incl either hooks or hing or steel hangiong door fittings (exclusive of steel sitting or other conering, running rails and guides) and hanging also fastening and fixing complete Fe 410-W, 250

S&F bands, straps, supports or stays for rainwater, ventilating pipes, incl bolts, if required hooks (stay), heavy, for large gate hook and pintale hinges large haspes staples chains, hand made sliding bolts, clamps hold fasts on the wall ties, hooks for hanging fans, plane angle cleats for securing purlins to wood trusses or rafters knee pieces, inserts two ways and three way straps, plate, waher and similar small articles conforming to Fe 290 Gde-E -165

M&L rendering 10 mm thick Cement plaster in cement mortar (1:4) on concrete surface and finishing even and smooth without using extra cement

M&L for preparation of new plaster surfaces and applying two coats of exterior emulsion paint over a coat of alkali resistance primer complete all as specified and directed.

M&L for Reinforcement concrete pipe, class NP2, laid and jointed complete will collars 150 mm bore all as specified and directed.

M&L for mixing of flyash, clinker and stone dust in proportion of 1:3:6 (i.e. 10% flyash, 30% clinker & 60% stone dust) laying, watering, ramming and compaction complete to achieve minimum dry density 95% all as directed.

Excavation in trneches n.esc 1.5 m wide and exc 1.5 m depth but n.esc 3 m depth and getting out in soft / loose soil.

S&F Mild steel round bars 10 mm dia and over cut to length and bend to shape require including cranking bending hooking end etc complete all as specified and as directed.

M&L 15 mm thick rendering in cement and sand mortar (1:4) on brick work or concrete surface and finished the surface even and smooth wihout using extra cement all as specified and as directed.

Returning, fillng in, including spereading, levelling, watering and well ramming in layers n.exc 25 cm in soft / loose soil.

Dismentalling and taking up old HT UG cable of any size and carrying to store complete all as directed

Relaying of HT cable XLPE insulted screened PVC bedded, Gi strip armoured elctric power cable heavy duty with stranded alumunium coductor, 11KV 3 core 95 Sqmm complete.

Supplying and Laying cable XLPE insulated armoured and PVC sheeted LT 1100 volts grade woth aluminum conductor of size 25sqmm 4core.

Supplying and Laying cable XLPE insulated armoured and PVC sheeted LT 1100 volts grade woth aluminum conductor of size 16sqmm 4core.

Supplying and Laying cable XLPE insulated armoured and PVC sheeted LT 1100 volts grade woth aluminum conductor of size 10sqmm 4core.

M&L for sand filling, cable priotection incl consolidation complete all as directed

Supplying and laying common burnt clay old size subclass B

M&L steel tubular sewage pole 8.5 m long SP 22 type 410 complete with base plate and finial with two coats of aluminumm paints over a coat of primer after fixing (PCC base measure seperately)

Supply and fixing street light fittings LED type capacity 45 watt die cast aluminium body, 45watt LED 6K, 120 lumen / watt total lumen not less than 5400 and toughened glass with bracket and clamp complete all accessories all as directed. Make:: CG/PHILIPS /WIPRO/JAQUAR

S&F junction box of size 155 mm x 210 mm x 92mm or nearest higher size made of polycarbonate with IP 65 degree of preotection (EN600529), dust proof water tight, shock proof, fire, retardant, with internally embedded gusket fitted with hit treated bakelite for terminals blocks and PVC glands for cable entry complete all as directed. Make:: HENSEL/ABB/Equivalent

M&L 3 core 1.5 sqm (nominal area) service wire PVC insulated copper conductor FRLHS/FRLS, multistandrad, unseated 1100 volt grade IS-694 mark and form junction box to street light fittings to steel pole with necessary clamp, bolt etc require for fixing.

M&L for cement concrete 1:3:6 type C-1 (using 20mm graded stone aggregate) as in Fdn for poles / stay assembly etc incl necessary form of complete all as specified and directed.

M&L GI 'Light grade' pipe of 40 mm bore (dia) for protection of cable under road (for along street light pole)

M&L GI 'Light grade' pipe of 50 mm bore (dia) for protection of cable under road (for LT Cable)

M&L GI 'Light grade' pipe of 80 mm bore (dia) for protection of cable under road (for HT Cable)

Earthing complete all shown as eletrical plate No 03 of MES Sch Part -I as speicified and as directed incl the following:- (i) Galvanized earth plate of size 60 x 60 cm x6mm thick burried direectly in ground vertically to a depth not less than 2.25 m below ground level with top edge of earth plate at a depth not less than 1.5m below ground level. (ii) Earth plate surrounded by and packet with charcol and common salt in alternative layer ( n.exc 15 cm each layer) (iii) 32x6mm GI strip from each plate to fedder pillar incl necessary GI bolt, nuts check, washer, thimbles etc (iv) 20mm bore, medum grade, GI pipe for watering incl GI funnel and wire mess. Pipe shall be provided vertically upto top level of earth pit and then taken horizontally to the earth pit. (v) 40mm dia bore GI light grade pipe for potection of earth strip. (vi) cement concrete chamber of PCC (1:3:6) type C2 using 40 mm graded stone agreegate. The chamber shall be constructed 1m away from edge of earth pit. (vii) 50mm thidck precast cover of cment concrete (1:2:4) type B1 using 20 mm graded stone aggregate and MS angle iron 50x50x6 mm frame incl two coats of painting over a coat of red oxide primer to exposed steel surface with sutiable handle to lift the cover (viii) Excavation in soft / loose soil returning filling and removal of surplus soil to a distance of 50m as directed.

Earthing complete all shown as eletrical plate No 03 of MES Sch Part -I as speicified and as directed incl the following:- (i) Galvanized earth plate of size 60 x 60 cm x6mm thick burried direectly in ground vertically to a depth not less than 2.25 m below ground level with top edge of earth plate at a depth not less than 1.5m below ground level. (ii) Earth plate surrounded by and packet with charcol and common salt in alternative layer ( n.exc 15 cm each layer) (iii) 4mm GI wire from each plate to fedder pillar incl necessary GI bolt, nuts check, washer, thimbles etc (iv) 20mm bore, medium grade, GI pipe for watering incl GI funnel and wire mess. Pipe shall be provided vertically upto top level of earth pit and then taken horizontally to the earth pit. (v) 40mm dia bore GI light grade pipe for potection of earth strip. (vi) cement concrete chamber of PCC (1:3:6) type C2 using 40 mm graded stone agreegate. The chamber shall be constructed 1m away from edge of earth pit. (vii) 50mm thick precast cover of cment concrete (1:2:4) type B1 using 20 mm graded stone aggregate and MS angle iron 50x50x6 mm frame incl two coats of painting over a coat of red oxide primer to exposed steel surface with sutiable handle to lift the cover (viii) Excavation in soft / loose soil returning filling and removal of surplus soil to a distance of 50m as directed.

S&F of all in one integated solar hybrid street light, with solar PV moduls, lithium Ion maintenance free batteries, HDG tubular pole and LED street light all in one unit with occupancy sensor feature complete with following specifications all as specified and as directed:- (i) System watts / lumens - Max 20 watt / total system lumen not less than 2800 lumens (ii) Housing -extruded high grade aluminium die cast (iii) IP raitng - IP 65 (iv) Front cover - Acrylic / polycarbonate cover (v) Mounting - Suitable for bracket mounting and flexibility of angle adjustment (vi) Finish - Smooth finish (vii) Lamp - High Bright LED (viii) System Efficiency (Lm / watt) - not less than 140 Lumens / watts (ix) Colour temparature - not less than 5700 K (x) Colou rendering index (CRI) - not less than 60 (xi) Gurantee life - not less than 50000 hrs of operation (xii) Optics - Disegend for optimum light distrubutions (xiii) Control Gear - In built electronic driver with factory configured for LED oad and P/R sensor with dimming profile, smart self diagonisis feature with LED indicator alongwith battery charging and deep discharge indictaor, integrator, microcontolar based MPPT charger and dirver for main supply and soalr charging, Motion sensor, PIR saensor, Switch On / Off indictaor with the standar operation voaltage 180 - 270 V AC, 50Hz Xiv) Surge protection - in built surge protection minimum 2 Kv (xv) Hit Sink - As per OEMS design (xvi) Batatery - Lithium Ferror Phosphate Battery (Li Fe PO4) with minimum 256 Wh capacity 12V DC (xvii) Solar Module shall be 12 volt, 35 WP monocystalline with 17 % efficiency

S&F cable jointing kit for 11 KV (earthed) grade cable for straight through heat shrinks type joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size 50 sqmm to 95 sqmm.

Prasur Electricals & Engineering Co.

NIRMAL SALES CORPORATION

UNIVERSAL TRADING

NEW JUPITER CONSTRUCTION

M/S KUMAR AVINASH