752916 WIDENING OF ROAD AT MIL STN GAYA

Amount

SCHEDULE "A" :

Item No. 01 : Surface excavation not exc 30 cm deep and averaging 15 cm in hard/dense soil complete all as specified and directed.

Item No. 02 : Surface dressing not exc 15cm thick in hard/dense soil complete all as specified and directed.

Item No. 03 : Removing excavated material n.exc 50 m distance and depositing where directed at a level n exc 1.5m above the starting point in soil complete all as specified and directed.

Item No. 04 : Dismantling of machine pressed precast conctete interlocking paver block laid dry, laid dry and pointed any shape and size of 80 mm thickness carefully without breaking the same and stacking properly complete all as specified and directed.

Item No. 05 : Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5m high from base all as directed.

Item No. 06 : M & L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete.

Item No. 07 : Rolling and consolidating formation surfaces in cutting by 8 to 12 Tonne power Roller complete all as specified & as directed

Item No. 08 : M & L for GSB (Granular Sub Base) 200mm consolidated thickness. The material to be used for the work shall be natural sand, crushed stone aggregate, crushed slag or combination thereof depending upon the grading required. The material shall be free from organic or other deleterious constituents and shall confirm to the grading given in table 400-1 and physical requirements given in table 400-2 surface formed & rolled to achieve a consolidated/uniform sub base, all as specified & directed.

Item No. 09 : M & L for 150mm thick (compacted thickness) weight mix macadam laid in two layers 7.5 cm each using 4.75 to 20 mm graded stone aggregate and mixing with water and coarse sand in mixing plant and rolled to achieves a dense mass surface complete all as specified & as directed. (Note : Each layer will be measured and paid seperately)

Item No. 10 : M & L for preparing unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc, sweeping with broom and finally fanning the cleared surface with gunny bags to remove all loose dirt etc on unsurfaced water bound macadam complete all as specified & as directed

Item No. 11 : M & L for applying evenly a priming/tack coat with paving bitumen primer at 10 Kg per 10 Sqm complete all as specified & as directed.

Item No. 12 : M & L for 50mm thich Premix bituminous, macadam laid/rolled and compacted to required gradient and camber (consolidated thickness) with Paving bitumen 4.00% of any penetration complete.

Item No. 13 : M & L for preparing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with broom and finally fanning the cleared surface with gunny bags to remove all loose dirt etc on unsurfaced water bound macadam complete all as specified & as directed

Item No. 14 : M & L for applying evenly a priming/tack coat with paving bitumen primer at 5 Kg per 10 Sqm complete all as specified & as directed.

Item No. 15 : M & L for Bituminous premix semi dense asphaltic concrete 40mm consolidated thickness with 5.50% binder content by weight of total mix, rolled and compacted to required camber and gradient complete all as specified.

Item No. 16 : M & L 100mm thick cement concrete type D-2, PCC (1:4:8) (40mm graded stone aggregate) as in path/hardstanding as directed by Engr -in -charge

Item No. 17 : M & L for sand filling under floors or in foundations including watering and consolidation complete.

Item No. 18 : M & L machine pressed precast concrete interlocking paver block coloured rubber moulded any shape any size with grey cement and pigment any shape and size conforming to IS 15658-2006 of 80 mm thickness M-35 Grade complete all as specified and directed.

Item No. 19 : M&L fixing of interlocking tiles obtained from dismantling of machine pressed precast conctete interlocking paver block complete all as specified and directed.

Item No. 20 : S & F of superior quality solar delineators 10 watt LED and 750-900 mm long which is mounted on a pole, cone etc to warn motorists from a distance of an approaching crossovers, flyovers etc. including PCC Type C-1 1:3:6 (using 20 mm graded stone aggregate) 300 x300x 300 mm and excavation and removal of surplus soil and making good the surfaces complete all as specified and directed.

Item No. 21 : S & F of superior quality Speed Bump 350 mm wide and 50 mm height (min weight 5210 gms) pre-colored material (Black/Yellow) and UV stabilizers keep them perpetually colorful, Studded with reflectors on either side, which is mounted on a road including fastenrs and screws as per manufacturer instruction complete and making good the surfaces complete all as specified and directed.

Item No. 22 : S & F of Solar Road Stud with specification as under :- (a) Construction : Aluminum-alloy shell (b) 100% water proof design according to Ip 65. (c) Dimension: 125mm x 125mm x 25mm (shank 60mm) (d) High Efficiency Mono-Crystalline Solar Panel 2.4 V / 0.3 Watt. (e) One Ni-Mh or NI-cd Rechargeable Battery (1.2V / 1600 MA) (f) Six Super Bright LEDs with 10,000 to 18,000 mcd (Millicandela) (g) View Distance: upto 1000 meters (h) Flash Rate: 2Hz or according to customers requirements. (j) Bearable Weight: 10 Tons approx

Item No. 23 : Material and labour for painting centre line arrow dashes letters etc not exc 10 cm wide on roads pavement with retro reflective thermoplastic roads marking paint not less than 2mm thick of approved make applied with machine as per manufacturers instruction including preparation of surfaces complete all as directed.

Item No. 24 : M&L for two coats of synthetic enamel paint including preperation of new surfaces on brick, stone concrete, asbestos cement or plaster surface including primer of any discription over10cm girth not otherwise described.

Item No. 25 : Dismantling Kerb stone any shape & size complete all as specified and directed.

Item No. 26 : M & L Precast cement concrete kerbs stone block (M-30) of size 300x 150x 375 mm depth, including weathering, slightly rounded or chamfered angles and throating incl fixing in cement mortar 1:4 complete all as specified and directed.

Item No. 27 : M&L fixing of kerb stone obtained from dismantling complete all as specified and directed.

Item No. 28 : M & L for framed work as in road sign board including writing on MS plain sheet and fixing in cement concrete made of angle or other section 1:2:4 such as grills, gratings, 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; framework of water tanks and similar work conforming to Fe.290.Gde-E-165

Item No. 29 : 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/loose soil complete all as specified and directed.

Item No. 30 : Excavating over areas, n exc 1.5 m deep and getting out in soft/loose soil complete all as specified and directed.

Item No. 31 : Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed.

Item No. 32 : M & L for RCC Design Mix M-25 (using 20 mm graded stone aggregate) as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilaster and buttresses complete all as specified and directed.

Item No. 33 : Use & waste form work to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter

Item No. 34 : M & L for RCC M-25 Design Mix (using 20 mm graded aggregate) as in foundations, incl rafts, footings, foundation beams; plinth beams; bases for columns and mass concrete complete all as specified and directed.

Item No. 35 : Use & waste formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams and plinth beams; and similar work; vertical or to batter complete all as specified and directed.

Item No. 36 : Use & waste formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and directed.

Item No. 37 : M & L for RCC M-25 Design Mix (using 20 mm graded aggregate) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves complete all as specified and directed.

Item No. 38 : M&L for Mild steel TMT bars 10 mm 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 0.9 mm dia or securing with clips complete.

Item No. 39 : -Ditto- all as per item above but 6 to 8 mm dia, as in stirrups and spacers complete all as specified and directed.

Item No. 40 : M & L brick work with sub class 'B' flyash bricks straight or curved on plan exc 6 m mean radius built in cement mortar 1:4 complete all as specified and directed.

Item No. 41 : M & L rendering 10mm thick on brick wall or concrete surface in cement mortar 1:4 finished even and smooth with using extra cement complete all as specified and directed.

Item No. 42 : M & L of providing precast cement concrete Type B-1 1:2:4 (using 20 mm graded stone aggregate as in drain covers, lintels, bressumers, steps, columns, posts, boundary pillars, bed plates etc. (of any section indicated), with plain fair faces, incl chamfers, weatherings, throating etc. and setting in mortar 1:6 complete

Item No. 43 : M&L 300 mm dia RCC Hume pipe CL NP2 laid and jointed complete with collars complete all as specified and directed.

Item No. 44 : M&L 600 mm dia RCC Hume pipe CL NP2 laid and jointed complete with collars complete all as specified and directed.

Item No. 45 : M&L for PCC 1:4:8 cement concrete type D2 as in foundation filling or mass concrete complete all as specified and directed.

Item No. 46 : M&L for PCC 1:3:6 type C-2 in suface channel/drain complete all as specified and directed.

Item No. 47 : M&L extra for forming fair finished drain min 30cm inner girth, using extra cement all as specified.

Item No. 48 : Dismantling of asbestos cement (corrugated, semicorrugated etc,) sheets in roof coverings complete all as specified and directed.

Item No. 49 : S & F Pre- painted galvalume aluminum zinc coating (AZ 150) GI based corrugated steel sheet 0.50mm thick (AZ-150), coloured having tensile strength of 550 Mpa as in roof covering /cladding to wall, fixed with self tapping screws at every alternate corrugations as specified and directed.

Item No. 50 : S & F pre-painted galvalume aluminum zinc coating (AZ 150) GI based plain steel sheet 0.5mm thick(AZ-150) of any coloure in ridge having tensile strength of 550 Mpa fixed with self tapping screws as spd and directed by eng-in-charge etc.

Item No. 51 : Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed.

Item No. 52 : 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 iron cleats or other connecting plates all as specified and directed. Fe410-W (gde-E-250) quality- A

Item No. 53 : Labour only for fabrication of existing angle iron sections as in trusses, main and cross beams, purlins where connected to common rafters and running rails with angle iron cleats or other connecting plates including necessary cutting of disturbed portion from the truss and welding of new angle iron section in trusses all as specified and directed. Note : New Angle Iron/ Gussets plates will be measured and paid seperately

Item No. 54 : Demolition of stone/brick masonry in CM or cement/ lime mortar including all qnoins, arches, pillars etc. complete all as specified and directed.

Item No. 55 : M & L rendering 15mm thick on brick wall or concrete surface in cement mortar 1:4 finished even and smooth without using extra cement including WPC as per manufacturer instruction complete all as specified and directed. (WPC will be measured seperately)

Item No. 56 : Supply only Liquid water proofing compound complete all as specified and directed.

Item No. 57 : M& L for preparation of newely plastered surface of walls and applying two coat of cement base paint complete all as specified and directed.

Item No. 58 : Demolition of cement concrete Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed.

Item No. 59 : M&L for PCC 1:2:4 type B1 (using 12.50mm graded aggregate) in copings, lintels, upto 1.5m, cills, steps, band, parapets, railing and the like including weathering, slightly rounded or chamfered angles and throating as directed chamfered including necessary form work complete all as specified and directed.

Item No. 60 : M&L for preparing new steel surfaces and applying two coats of synthetic enamel paint over coat of red oxide, zinc chrome primer, surfaces of any description, over 10cm width or girth not otherwise described complete all as specified and directed.

Item No. 61 : M & L for Granite (of any type) tiles 18-20mm thick machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing including 15 mm thick screed bed in cement mortar 1:6 complete all as specified and directed.

Item No. 62 : Dismantling of old rusted chain link fencing,fencing wiremesh any type complete all as specified and directed.

Item No. 63 : Supply only Chain link MS galvanisd fencing, any size or type complete all as specified and directed. Note : Fixing of chain link fencing will be measured seperately

Item No. 64 : Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire complete all as specified and directed.

Item No. 65 : 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 in any type of soil.

Item No. 66 : M & L for providing PCC 1:3:6 type C-2 (using 40 mm graded aggregate) as in foundation filling or mass concrete complete all as specified.

Item No. 67 :- Dismantling and setting aside for reuse existing old steel tubular poles with insulators, embeded in PCC foundation / coping / plinth including demolitio of foundation cement concrete of any description, below or above ground level, complete all as specified and directed.

Item No. 68 :- Taking down existing old unserviceable under ground LT cable upto size 35 Sqmm, 3.5 / 2 core keeping aside for reuse/removal from trenches/ wall/pole complete all as specified and directed.

Item No. 69 :- Taking down existing old serviceable/ unserviceable security/street light fitting any type or wattage including GI bracket keeping aside for reuse/ removal from pole complete all as specified and directed.

Item No. 70 :- Taking down existing old ACSR from PCC/steel poles complete all as specified and directed.

Item No. 71 :- Taking down existing old cross arms of MS channel/ angle sections etc complete all as specified and directed.

Item No. 72 :- M & L for demolition of brickwork or stone/ boulder masonary, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed.

Item No. 73 :- Refixing of old serviceable steel tubular swaged poles any type/size/length obtained from dismantling and erecting in new location as directed by Engineer-incharge including painting the exposed portion with two coats dismantling and erecting in new location as directed by Engineer-in-charge including painting the exposed porrtion with two coats of aluminium paint over a coat of red oxide primer and painting of 30 cm wide black and white strips uupto 1.5 mtr from bottom of the erected pole including marking ofpole number complete all as specified and directed. Note: (A) Rate quoted shall be deemed to be inclusive of the following : (i) Any repair / welding / fabrication work on the old poles. (ii) Any rusted surface on the old pole shall be treated with redoxide primer prior to application of aluminium paint. (B) Necessary excavation, earth work and PCC shall be measured and paid for separately.

Item No. 74 :- Relaying of cable upto 35 Sqmm 3.5/2 core obtained from item Sr. 68 here-in-before after rectification of defects in the same in trench/wall/pole or at any other location complete all as specified and directed.

Item No. 75 :- Refixing of old serviceable street light/security light fitting obtained from dismatling and fixing on pole in new location as directed by Engineer-in-charge.

Item No. 76 :- Refixing of old serviceable GI bracket of street light fitting including MS clamp obtained from dismatling and fixing on pole in new location as directed by Engineer-in-charge.

Item No. 77 :- M & L for heat shrinkable straight through joint outdoor type for XLPE insulated armoured cable of size 10 Sqmm to 35 Sqmm 3.5 core and testing after jointing complete all as specified and directed. Make : Raychem/Denson/M-seal

Item No. 78 : S & F steel tubular swaged pole complete with cast iron base plate final tapper plug, nuts, bolts and washers squed as specified type 410SP-31 (9mtr long conforming to IS:2713 including painting of poles with two coat of aluminium paint over a coat red oxide primer after preparation of surface painting of 30 cm wide black and white strips upto 1.5 mtr from bottom of the erected pole including marking of pole number etc complete all as specified and directed.

Item No. 79 :- Supply and lay cable XLPE insulated screened PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 volts grade with stranded aluminium conductor of size 10 Sqmm 4 core complete all as specified and directed.

Item No. 80 :- All as per Item Srl No. 79 above but of size 16 Sqmm x 4 core complete all as specified and directed

Item No. 81 :- All as per Item Srl No. 79 above but of size 25 Sqmm x 4 core complete all as specified and directed

Item No. 82 : Supply & Fixing LED street light fitting 70 watt luminous efficacy having greater than 110 lumen/watt 230 V AC outdoor type with high pressure die cast aluminum housing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection complete including necessary electrical connections from junction box to fitting terminal with 3 core 1.5 sq mm cable complete all as specified and directed.

Item No. 83 : M & L for steel tubing galvanised iron, light grade 50 mm bore for cable protection along the pole, under road/depth or under drain complete including 30x5mm FI clamps made to shape incl nuts, bolts & washer complete and taking down old unserviceable pipe complete all as specified and directed by Engr-in-charge.

Item No. 84 : S&F PVC junction box of inner size 395 mm x 235mm x 150mm outdoor type, weather proof, factory made out of PVC sheet 1.8mm thick with front side hinged oening having lockin arrangement with nuts & bolts & arrangement for incoming and outgoing cable/wire complete comprising of aluinium bus bar for 3 phases & neutral, insulated with insuators, including colour coding and 01 Nos MCB 06 Amps complete all as specified and directed.

Item No. 85 : M & L for laying of HDPE double wall corrugated pipes in trench for UG cable protection conforming to IS-14930 Part-II with IP-67 having outer dia 40mm and inner dia of 32 mm including necessary fittings such as couplers, bends etc complete all as specified and directed.

Item No. 86 : M&L for PCC 1:3:6 type C1 using 20 mm graded stone aggregate for copings around poles, including necessary form work fiishing even and smooth without using extra cement complete all as specified and directed.

Item No. 87 : M&L for passing through poles from junction box to street light connection, 1100 volts grade heavy duty cable with weather proof, PVC insulated copper conductor served with an inner sheathing PVC tape and overall PVC sheathed 1.5 sqmm 3 core complete all as specified and directed. Make: Polycab/Havells/Finolex

Item No. 88 : S&F street light bracket fabricated from 40 mm dia light grade GI pipe 1.2 m long, bent to shape fixed on pole / building including 40x6mm flat iron MS clamps with nuts and bolts etc, duly painted with two coats of silver paint over a coat of red oxide primer including taking down old brackets from existing position complete all as specified and directed by Engr-in-charge.

Item No. 89 : Supply and fixing in replacement of automatic operation three phase street light timing panel CRCA sheet steel enclosure powder coated of size 500mm x 600mm x 170mm (WxHxD) and suitable for upto 12 KW application having lightying control through astronomical calculation of sunrise/sunset time by setting data, time & degree or longitude and latitude without separate light sensor and wired with suitable size copper cable and comprising of following items: (i) Astronomical timer switch digital type -01 No. (ii) MCB single pole 'C' curve, 63,A - 01 No. (iii) MCB TPN 63A - 01 No. (iv) Power contactor TP 63 A -01 No. (v) Auxiliaries MCBs for changeover, 6A - 3 Nos. (vi) Auto / manual switch - 01 No. (vii) Terminal block.

Item No. 90 :- M & L for Earthing complete with galvanized earth plate electrode 600 mm x 600 mm x 6 mm thick buried directly in ground (earth pit not less than 2.25 m deep below ground level) with top edge of the plate not less than 1.5 mtr below normal ground level, connecting to GI earth wire 4 mm dia by means of bolts, nuts and washers of galvanized iron or steel all as shown in electrical plate No 3 and testing on completion including adequate charcoal dust comman salt necessary excavation & earth work PCC (1:3:6) type C-1 pit with precast RCC cover slab 40 mm thick in PCC (1:2:4) type B-1 reinforced with 6mm dia MS bars @ 100 mm c/c both ways with funnel wire mesh and 20 mm dia GI pipe medium grade as watering pipe and 15 mm dia GI pipe for GI wire up to 7.5 mtr medium grade as protection pipe and connected to earthing point complete all as specified and directed.

Item No. 91 : Supply and laying river bed fine sand in trenches / ducts 8 cm under cable and 15 cm above the cable for cushioning / protection to cable including spreading, levelling and get thick 18 cm after hand punning complete all as specified and directed at site.

Item No 92 :- Supply and laying for brick of common burnt clay, sub class 'B' old size laid flat and dry on cables as in cable protection in trenches over cables perpendicular to direction for cable abutting each other complete all as specified and directed.

SCHEDULE "A" (Schedule of credit) Schedule of Credit Rs 7,05,500.00 (Minus) inserted by the MES. (Note : Credit amount shall be deducted manually to arrive net bid amount)

m/s meetu enterprises

M/S SANJAY KUMAR YADAV