PROVN OF PERIMETER ROAD AT SUNJUWAN UNDER GE JAMMU

Amount

Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in any type of soil soil

Add to (or deduct) from item No-01 here-in-before, for every 3cm or part there of above or below 15 cm average depth complete all as specified and directed.

Rolling and consolidation formation surface in cutting using Power rollar exc 8 tonne and n exc 12 tonne complete all as specified and directed.

Soling (or sub base) 150 mm thick (spread thickness) with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber complete as specified and directed.

150 mm thick (Compacted thickness) in two layers each 75 mm thick WBM, with coarse aggregate of Granite, trap or basalt stone of grading 2 (63mm to 40 mm size) or of grading 3 (50 to 20 mm size), spread, rolled and consolidated to gradient and camber required complete as specified and directed.

Preparing Unsurfaced water bound macadum surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunney bags to remove all loose dirt etc.

Applying evenly a priming/ Tack coat with bituminous primer at rate of 10 Kg per 10 Sqm of Paving Bitumen of viscosity grade VG-30.

Preparing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly a priming / Tack coat with bituminous primer at the rate of 5 kg per 10 sqm of paving bitumen of viscowity grade VG-30 complete all as specified and as directed.

Premix bituminous macadam with 4% binder content of viscosity grade VG-30 by weight of total mix prepared in hot mix plant, laid, rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified as directed.

Bituminous premixed semidense asphaltic concrete , 40 mm thick (consolidated average thickness) with 5.5% binder contents of viscosity grade VG-30 by weight of total mix and 4% stone dust confirming to specification for filler as per IRC-95, 1987 (filler) prepared in hot mix plant, rolled and compacted to required camber and gradient to uniform smooth surfaces by mechanical paver and using 8 to 10 tonne power roller complete all as specified and as directed.

Continuous Brick edging with burnt clay old size bricks of sub class B with width equal to width of brick, laid dry on end vertically complete all as specified and directed.

M&L Thermoplastic road marking paint 2 mm thick ( lines, dashes, arrows letters etc on wall , pavements and the like) with road safety spikeries glass beads 8% including preparation of new or previously treated road surface by using special applicator machine with heating arrangement upto 160 degree centigrade complete all as specified.

Excavating over areas, n exc 1.5 m deep and getting out in any type of soil

M&L PCC 1:5:10 type E-2 (using 40 mm graded crushed stone aggregates) as in foundation filing and mass concrete

M&L for Hardcore of guage exc 63mm but n exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface, broken stone or boulders complete all as specified.

M&L PCC 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in foundation filling and mass concrete

M&L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted built in Cement Mortar 1:6

Cement concrete work in pavement hard standing of flexural strength 40 kg per Square centimetre in field using 400 kg (Minimum) of cement per cubic metre, thickness of concrete 25 cm or less (Actual thickness of concrete as per ground requirement to be decided by GE) laid by Mechanical Paver with slip form.

M&L for Flush pointing to random rubble masonry, uncoursed or brought upto courses in CM 1:3

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

Removing excavated material to a distance n exc. 50m and depositing where directed at a level n exc. 1.5 mtr above the starting point

Removing excavated material exc. 250 mtr but n exc. 500 mtr and depositing where directed

Excavation over area not exc 1.50 mtr deep in any type of soil and getting out complete all as specified and directed

All as per all as per item No 21 here-in-before but depth exc 1.50 mtr and not exceeding 3.00 mtr

M&L cement concrete M-10 (Nominal mix) using 40 mm graded crushed stone aggregate in foundation filling and mass concrete complete all as specified and directed

M&L for brick work with sub class B bricks straight or curved on plan exc 6 mtr mean radius with old size bricks built in cement mortar 1:4 all as specified

M&L for hard core of gauge not exc 63 mm deposited, spread and levelled in layers not exc 15 cm thick watered and well rammed to a true surfaces

M&L for PCC M-15 (Nominal mix) as in 80 mm thick flooring using 20 mm graded crushed stone aggregate complete all as specified and directed

M&L for PCC M-15 (Nominal mix) as in bed plates/bond stone wheel guard, coping and the like including weathering slightly rounded or chamfered angles as directed including form work and finishing all exposed surfaces complete all as specified and directed

Use and waste of formwork to soffits suspended slabs such as roof slab, floor slab landing and similar work not exceeding 200 mm thick surface flat for rough finished surface of concrete all as specified and directed

Use and waste of form work to edge of concrete flats etc exc 10 cm but not exc 20 cm wide /thick for fair finished surface of concrete complete all as specified and directed

M&L for RCC M-25 (Design Mix) using 20 mm graded crushed stone aggregate as in slabs supported on walls columns complete all as specified (form work & reinforcement shall be measured and paid separately)

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

M&Lfor 15 mm thick rendering on fair faces of brick surface in cement mortar 1:4 finished even and smooth without using extra cement complete all as specified and directed

M&L for two coats of cement based paint over concrete or newly plastered surfaces including preparation of new surfaces

Supply and fix solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufacturers instructions etc. all as specified and directed

Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufacturers instructions

Extra over random rubble stone walling, built with lime or sand stone for hammer dressing of face stone and dressing of face bed and joint with maximum depression 40mm on face from strainght edge held against the dressed surface complete all as specified and directed.

Raised ponting in cement mortar 1:4 to random rubble masonry, including racking out joints, complete all as specified and directed.

Boulder filling dry, hand packing tightly of boulders at back side of wall etc and raising (or lowering) to the required level complete all as specified and directed.

PVC (SWR) pipes 110 mm bore low density polyethene pipe of pressure rating 6 Kgf / Sqcm laid for the purpose of weep holes all as specified and directed.

M&L for fomring embarkments including raising earth and spreading in layers not exceeding 30cm thick, watering, ramming / rolling to obtain standard Procter density not less than 95% at optimum moisture content and finishing to required size, hasp, etc. The rates are inclusive of all material, labour and T&P complete in all respects including cost of procurement and excavation of soil from the source etc.

Supply and fixing metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150mmx150mmx300mm) type B1(using 20 mm graded crushed stone aggregates) complete all as specified and directed

S&F Road Safety 800 mm dia convex polycarbonate acrylic unbreakable mirror fixed over and including 2100 mm height above GL on 75 mm dia SS pipe above road surface fixed in ground with PCC 1:2:4 minimum type B1 using 20mm graded crushed stone aggregates 450 mm deep in ground complete.

Supply and fixing and testing New generation energy saving and environmental friendly long life LED street light 35 Watts made up of pressure die cast aluminium housing with high efficiency LED as lighting source and lens embedded PC cover having bottom opening separate driver compartment with IP 66 protection and impact resistance of IK08. System efficacy of atleast 100 Lumen/Watt as per LM 79 report.Colour temperature (CCT) > 5700K, Power factor >0.95,THD<10%,with a minimum surge protection of internal 4KV and external 10KV SPD should be mechanically fixed and can be replaced on site without opening the luminaire driver should be suitable for an operating voltage range of 140 V -270 V AC and cut off at >300V AC and self restore. The luminaire should comply with all IS and IEC standards.Note : Contractor shall provide 2 year warranty from date of supply against manufacturing defects under normal working conditions.

S & F and fabrication security light bracket made out of 32 mm dia pipe light grade GI suitable for 35 watt LED light grade upto 1.2 mtr length, bend to shape suitable with necessary MS clamps with one coat of red oxide and two coats of aluminium paint including nuts, bolts, washers etc complete all as specified and as directed by Engr in charge.

M&L for Steel tubular poles swaged type 410 SP31 09 Metres with 300mmx300mmx6mm mild steel base plate continuously welded to poles, finial taper plug, bolts,nuts and screws and making holes as per requirement all as specified including factory painted with two coats of black bituminous paint internally throughout and externally for embedded portion and applying one coat of red oxide primer,making 5 nos strips each 30cm high with super enamel paint (Black and yellow/white) from ground level/coping upto 1.5m painting with two coats of aluminium paint for the remaining height complete all as specfied and directed. Note : Excavation ,earth work and PCC in coping / foundation shall be measured and paid separately.

S&F Galvanised steel tube light grade 40mm dia for cable protection under road , to the pole, etc.all as specified and directed by Engr in charge.

Supply, laying and testing cable XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables ( heavy duty) 1100 volts grade with stranded alumunium conductor of size 16 sq mm 4 core complete all as specified and directed by Engr in charge.

M & L PVC insulated and sheathed cable of size 1.5 Sqmm 3 core copper conductor multi stranded 1100 volt grade 230 volt complete all as directed by Engr-in-charge.

M&L terminal box outdoor type, confirming to relevent IS made out of Polycarbonate of 200mmx160mmx90mm size front openable hinged type cover with locking arrangement including composing of 4way internal connection/ insulator heavy duy of rating 32 amps and MCB SP 6 Amp, 10 KA -01 no with necessary fixing arrangement to pole with MS clamp of size 25X4 mm duly welded and painted with two coats of senthetic anamel paint over a coat of red oxide primer complete all as specified and as directed.

Taking down existing street light any capacity with bracket including disconnecting complete all as specified and directed by Engr in charge.

M&L for Earthing complete with galvanised mild steel earth plate electrode of size 600mmx600mmx6mm thick burried directly in ground earth (in vertical) earth pit not less than 2.25 mtr deep below normal ground level with top edge of the earth plate not less than 1.5 mtr below ground level connected to galvanised iron or earth lead wire 4mm dia (8 SWG) by means of nut, bolt, check nuts and washer of galvanised iron including PCC pit in PCC 1:2:4 type B-1 pre-cast RCC cover slab using reinfocement with suitable handle made of round bar, including necessary excavation and earth work in any type of soil, 20mm dia medium grade galvanised steel tube flor watering with one end fixed with cast iron funnel and wire mesh 15mm dia bore light grade galvanised steel tubing upto 5 m length for drawing earth lead wire protection, common salt, charcoal, etc complete all as shown in electrical plate No 3 of SSR 2009 Part-I and testing on completion.

Excavation in trenches not exceeding 1.5m in wide and not exceeding 10sqm on plan and n.exceeding 1.5m in depth and getting out in any type of soil.

Supply & laying dry river sand as cable cushioning 15cm thick layer before laying and 8cm thick over cable after laying the cable in trench complete all as specifieds and directed.

Supply & laying dry bricks over cable as mechanical protection laid flat with width equal to length of brick with sub class 'B' bricks complete all as specifieds and directed.

PCC(1:4:8) type D2 using 40mm graded crushed stone aggregate as in foundation of electric poles,struts,PCC blocks etc including necessary form work complete all as specified and directed by Engr in charge .

PCC(1:3:6) type C2 using 40mm graded crushed stone aggregate in foundation of assembly bed concrete including necessary form work and fair finish to exposed surfaces without using extra cement complete all as specifications ,struts,PCC blocks etc including necessary form work complete all as specified and directed ny engr in charge.

PCC(1:2:4) type B1 using 20mm graded crushed stone aggregate as in coping of poles and similar work including necessary form work and fair finish to exposed surfaces without using extra cement complete all as specified and directed by engr in charge

Supply, fixing, installation, commissioning and testing of nature switch- 02 (sensor) for controlling street light for illumination level for switching on is less than/equal to 10 Lux alongwith partnight operation facility of 5 KW three phase including Polycarbonate thermoplastic enclosure IP66 power contactors of suitable rating, incoming outgoing MCBs including toggle switch for Auto/Manual operation of the street lights.

Note: The schedule of credit has been attached in tender in Pdf format and amount of credit schedule i.e. Rs 6630.00 shall be deducted from the total amount of BOQ to arrive at the contract sum.

Shree Construction Co.

Tarmac Road and Roof Builders Srinagar

M/s Khajuria Construction Co.

M/S BHATIA BUILDERS AND CONTRACTORS

M/S BHARAT CONSTRUCTIONS

Om Parkash Nargotra Constructions Pvt Ltd

M/s Ravinder Kapoor Engineers and Builders