CWE /HILLS /PGH/60 OF 2021-2022SPECIAL REPAIR TO ROAD FROM BLDG NO T-190 TO T-215 AND MAIN OFFICE GATE TO ANIMAL SICK LINE, FRONT OF MAIN OFFICE AND UPGRADATION OF MES ROADS AT MIL STN DHARCHULA UNDER GE PITHORAGARH

Amount

M&L for premix bituminous, macadam with binder content of 4% by weight of total mix using paving bitumen VG-10 grade, laid/ rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and directed. Note :(i) Aggregates for Bituminous works shall confirm to clause No 20.B.2.5 of SSR 2009 Part- I (ii) Based on job mix formula, in case the binder content (i.e. Bitumen) is less than the content specified under these items then a minus adjustment @ Rs 50/- per kg of bitumen (less consumed) shall be applied on the quoted rate of contractor against these items, hence the quoted rate of contractor shall be reduced based on less content of bitumen required as per job mix formula. However, no price adjustment on plus side shall be made for increase of quantity of bitumen in case of required as per job mix formula. (iii) Design Mix for bituminous macadam shall be carried out through an authorised testing lab and the cost of testing shall be included in quoted rate.

M&L for repair to potholes not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal), making good by applying tack coat with bituminous primer @ 5 kg per 10 sq m, putting in premix as specified for thin bituminous carpet (2 cm thick) well rammed and sealed with premixed sand seal coat (9.8 kg of binder with 0.09 cu m of sand), again well rammed (including supply of premix binder and sand) depth of potholes n exc 30 mm complete all as specified and directed.

M&L for preparing black top surfaces of road by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and applying evenly a priming/ tack coat with bituminous primer paving bitumen with viscosity grade (VG-10) at 5 kg per 10 sqm and laying bituminous premixed carpet, 30 mm consolidated thickness, with 0.40 cum of stone chippings mixed with 21.90 kg of binder VG-10, laid and rolled with 8 to 12 tonne power roller and compacted to required camber and gradient and sealed with premixed sand seal coat with 0.06 cum of sand (As per 4.4.7.2 grading Zone-I, tabler 2 of SSR Part-I 2009) mixed with 6.8 kg of bitumen, VG-10 applied and rolled to a uniform smooth surface complete all as specified and directed. Note:- Bituminous premixed carpet shall be mixed in Mechanical Mixol at work site and laid/ spread manually to uniform and smooth surface.

S&F cat eye studs, ABS body confirming to IRC-67, 1977 of different colour approved by GE having load capacity 40 ton giving reflection on both sides in wet and dry condition including fixing with epoxy resin as per manufactures instructions complete all as specified and directed.

M&L for applying thermoplastic compound (paint) 2.50 mm thick including reflecting glass beads, white or golden and yellow in colour, uniform thickness as per MORTH specification No. 803 including cleaning of road surfaces and road marking lines, arrow, dashes etc with all arregement required complete all as specified and directed.

M&L for 50 mm thick moorum/ red bajri, spread, rolled and consolidated to gradient and camber required complete all as specified and directed.

Demolition of cement concrete (unreinforced) in ground floors and pavings not exc 15cm thickness (below or above ground level) complete all as specified and directed.

Removing building materials etc. to a distance of 100m or under, beyond the lead included in the rates, including loading, unloading and stacking at the destination complete all as specified and directed.

M&L for PCC 1:4:8, type D2 (using 40 mm stone aggrigate) as in foundation, filling and mass concrete complete all as specified and directed.

M&L for cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less complete all as specified and directed.

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

M&L for forming 12 mm thick expansion joints in 100 mm thick concrete slab, filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ complete all as specified and directed.

Grubbing up of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance n exc. 50 m and clearing site girth of tree exc 100 cm and n exc 150 cm complete all as specified and directed.

Grubbing up of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance n exc. 50 m and clearing site girth of tree exc 150 cm and n exc 200 cm complete all as specified and directed.

Grubbing up of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance n exc. 50 m and clearing site girth of tree exc 200 cm and n exc 250 cm complete all as specified and directed.

Grubbing up of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance n exc. 50 m and clearing site girth of tree exc 250 cm and n exc 300 cm complete all as specified and directed.

Earth work in excavation by mechanical means (Hydraulic excavator)/ in all kind soil in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and directed.

Rolling and consolidating formation surfaces in cutting with 8 to 12 ton power roller complete to the required level, gradient or camber, keeping roller wheels wet, if required, filling in hollows and depressions with and including apporved earh which may occur during rolling process complete all as specified and directed.

M&L for 150 mm spread thickness soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber, gradient and super elevation and consolidating with 8 to 12 ton power roller complete all as specified and directed.

Finishing surface of concrete roads, pavements, by brooming complete all as specified and directed.

M&L for forming Construction joint 30mm deep x 10mm wide filled with sealing compound grade A complete all as specified and directed.

M&L for 150mm thick WBM in two layers, each layer 75mm thick (compacted thickness), with coarse aggregates of lime stone, sand stone, flint or quartzite of grading 2 (63 to 40mm size) or of grading 3 (50mm to 20mm size), spread, rolled and consolidated to gradient and camber, gradient and super elevation and consolidating with 8 to 12 ton power roller complete all as specified and directed.

M&L for preparing existing unsurfaced WBM surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and applying evenly a priming with bituminous primer paving bitumen with viscosity grade (VG-10) at 10 kg per 10 sqm complete all as specified and directed.

M&L for preparing black top surfaces of road by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and applying evenly a priming/ tack coat with bituminous primer paving bitumen with viscosity grade (VG-10) at 5 kg per 10 sqm and laying bituminous premixed carpet, 40 mm consolidated thickness, with 0.54 cum of stone chippings mixed with 29.20 kg of binder VG-10, laid and rolled with 8 to 12 tonne power roller and compacted to required camber and gradient and sealed with premixed sand seal coat with 0.06 cum of sand mixed with 6.8 kg of bitumen, VG-10 applied and rolled to a uniform smooth surface complete all as specified and directed. Note:- Bituminous premixed carpet shall be mixed in Mechanical Mixol at work site and laid/ spread manually to uniform and smooth surface.

Rough excavation not exceeding 1.5 m deep and getting out in hard/ dense soil complete all as specified and directed.

Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) in all kind soil including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m complete all as specified and directed.

Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 1.50m but n exc 3.0m in depth, 1.5 m in width as well as 10 sqm on plan) in all kind soil including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m complete all as specified and directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed.

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 directed.

M&L for stone walling of random or polygonal rubble walling, brought up to course, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and directed.

M&L for hand packing with broken stone or boulders (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level complete all as specified and directed.

S&F 110 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid as in weep holes complete all as specified and directed.

M&L for flush pointing to random rubble masonry, uncoursed or brought upto courses in CM 1:4 complete all as specified and directed.

M&L for cement concrete 1:2:4 type B1 (20 mm graded stone aggregate) in benching, coping including necessary form work, weathering, slightly rounded for chamfered angles and throating complete all as specified and directed.

M&L for cement concrete 1:3:6 type C1 (20 mm graded stone aggregate)as in steps, kerbs, bond stones and like including weathering, slightly rounded for chamfered angles and throating complete all as specified and directed.

M&L for brick work with sub class B old size brick straight curved on plan exceeding 6m mean radius built in CM 1:6 complete all as specified and directed.

M&L for rendering 15mm thick on fair faces of brick work or concrete in CM 1:4 finished even and smooth without using extra cement complete all as specified and directed.

M&L for preparation of new plastered surfaces of walls and applying two coats of cement based paint on walls, over a coat of alkali resistant primer complete all as specified and directed.

Fixing only framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and directed.

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 hard/ dense soil complete all as specified and directed.

S&F MS 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 riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed.

Supply only chain link MS galvanisd fencing, any size or type complete all as specified and directed.

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.

S&F galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified and directed.

M&L for preparation of new steel surfaces of any description, n.exc 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.

S&F mild steel TMT bars 10mm 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 0.9mm dia or securing with clips complete all as specified and directed.

Demolition of Brickwork or stone/boulder masonry, laid in cement mortor incl all quoins, arches, pillars etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed.

Demolition of cement concrete (un reinforced) in ground floor and paving n. exc 15 cm thickness (below or above ground level) complete all as specified and directed.

Dismantling structural steel work including doors, gates but excluding framed truss etc complete all as specified and directed.

Dismantling fencing wire mesh, any type complete all as specified and directed.

Dismantling posts or struts (wood, steel or R.C.C.) any section embedded in concrete, brickwork, masonary etc including taking out embedded portion and making good disturbed ground complete all as specified and directed.

Dismantling steel poles/ struts, any size complete all as specified and directed.

Dismantling cross-arms of M.S. channel or angle sections etc. complete and setting aside for re-use with in 50m complete all as specified and directed.

Dismantling insulators any type, any size complete all as specified and directed.

Dismantling stay assembly (demolition of concrete, etc. and excavation measured separately) complete all as specified and directed.

Dismantling earth wire or copper conductor, service feeder or distributor span complete all as specified and directed.

Dismantling of ACSR or AAC conductors complete all as specified and directed.

Dismantling house service brackets, any type complete all as specified and directed.

Dismantling LT kiosk box any type for street connection complete all as specified and directed.

Taking out of LT UG bale 1100 volt grade, 3 core 95 sqmm complete all as specified and directed.

Taking out of LT UG bale 1100 volt grade, 4 core 25 sqmm complete all as specified and directed.

Taking up or down 100 mm bore GI pipe complete all as specified and directed.

Dismantling of LT/HT cable root indicator any type complete all as specified and directed.

Dismantling and taking down fluorescent tube light single/double of any wattage or size street light fittings for repair or replacement of burnt/worn out accessories or carrying to MES store complete all as specified and directed.

Demolition of unreinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed. complete all as specified and directed.

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 hard/ dense soil complete all as specified and directed.

M&L for sand cushioning with layer of sand 8 cm thick before laying of cable and 15 cm after lying of cable in trenches complete all as specified and directed.

Supplying and laying un-reinforced precast concrete cable cover, class HV, Type 1, flat, size 300mmx l80mm x 40mm complete all as specified and directed.

Laying only un-reinforced precast concrete cable cover, class HV, Type 1, flat, size 300mmx l80mm x 40mm complete all as specified and directed.

Supply & laying of sub class ‘B’ old size bricks, laid in trenches for cable protection of under ground cable complete all as specified and directed.

Laying only of sub class ‘B’ old size bricks, laid in trenches for cable protection of under ground cable complete all as specified and directed.

M&L for boring underneath for passing the pipe upto 100 mm dia pipe complete all as specified and directed.

M&L for cement concrete 1:3:6 type C-2 (using 40mm graded stone aggregate) as in foundation of pole/ stay/ strut, filling and mass concrete etc complete all as specified and directed.

M&L for cement concrete 1:2:4 type B1 (20 mm graded stone aggregate) in coping padestal to poles including necessary formwork finishing the exposed surface even and smooth complete all as specified and directed.

M&L for 50 mm bore GI tube light grade including necessary GI fittings, laid in trenches or fixed along poles with mild steel clamps, as protection of cable complete all as specified and directed.

M&L for 100 mm bore GI tube light grade including necessary GI fittings, laid in trenches or fixed along poles with mild steel clamps, as protection of cable complete all as specified and directed.

M&L for stay assembly complete with stay rod 20 mm dia including stay wire 7/3.15 mm fixed to stay of poles including necessary stay clamp of flat iron, nut and bolts etc. complete all as specified and directed.

Fixing only Steel tubular swaged poles complete with cast iron base plate, finial taper plug, bolts, nuts & screws as specified type 410 SP-22 (9 metres long) complete all as specified and directed.

Fixing only cross arms, bracings, supports, clamps and back plates fabricated from structural steel sections including nuts, bolts, washers, welding, bending cold or hot, drilling holes for bolts, in any shape or size as indicated or directed and inclusive of one primer coat, one under coat and one finishing coat of paint complete all as specified and directed.

S&F shackle Type, Porcelain, vitreous, white, brown or green insulator including galvanised mild steel straps, washers, insulator bolts, washers and nuts, working 1100V of size 90mm dia and 75mm height complete all as specified and directed.

Fixing only old serviceable bracket made out of 40 mm bore light grade GI pipe bent to shape fixed as bracket suitable for street light fittings of 4 x 14W fittings not less than 1.2 m long bent/ welded to shape including necessary nut, bolt and clam - 02 No made of MS flat 10x 5 mm as required duly painted by unscrewing nut and bolts complete all as specified and directed.

Fixing only ACSR conductor of any type and size stretching properly on insulators and binding with aluminium binding wires, jumpers including fixing on insulators on each poles in span and tightening with permissible sag in between spans etc complete all as specified and directed.

S&F ACSR conductor of any type and size stretching properly on insulators and binding with aluminium binding wires, jumpers including fixing on insulators on each poles in span and tightening with permissible sag in between spans etc complete all as specified and directed.

Fixing only street light fitting for 4 x 14 watt flurecent tube light fittings or sodium vapour lamp, complete with ballast and capacitor of cast aluminum hosing, a pair of aluminium reflectors, a highly transparent clear acrylic cover hinged to the canopy at one end and fixed by means of single spring action at the other suitable for mounting on 50 mm dia GI mast or bracket arms with pole fixing attachements and fixing of lamp complete all as specified and directed.

Refixing only of HT/ LT root indicator made out of MS equal angle iron of size 40 x 40 mm duly fabricated and weled MS disc of dia 10 cm including description of cable complete all as specified and directed.

M&L for earthing complete with galvanised steel earth plate electrode 60 x 60 cm x 6 mm thick buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less than 1.5 metres below normal ground level, connected to galvanised earth lead wire 4.0mm dia connect with contineous earth wire of size not less than 25 sqmm on HT/LT electric pole on top with GI earth wire with GI light grade protection pipe 15 mm, light grade upto 3 m above GL with necessary clamps, nut bolts all as required at site/ directed earthing lead by means of bolts, nuts check nuts and washers of galvanised iron or steel earth plate surrounded by alternative quantity of charcoal dust & salt to a packed thickness of 15 cm on all side upto 15 cm above & below the plate, excavation earth work, returing, filling in removal of surplus soil upto 50mtr from side, as shown in electrical plateNo 5 connected to earthing test point including PCC pit in PCC 1:2:4 type B1 using 20 mm graded stone aggregates pit cover in RCC 1:2:4 type B-0 using 12.5 mm graded stone aggregates with 6 mm dia mild steel round bars @ 100 mm C/C with 12 mm dia lifting handle including ptoviding 20 mm dia GI pipe medium grade for watering, funnel & wire mesh etc complete including testing on completion complete all as specified and directed.

M&L for cradles, hexagonal/rectangular, fabricated with galvanised steel wire 3.15 or 4mm dia complete all as specified and directed.

Laying only, jointing, connecting, testing & commissioning cable XLPE insulated, screened, PVC bedded galvanished steel strips or wire armoured eletric power cable (heavy duty) 11000 volts grade with standard aluminium conductor of size 95 sqmm 3 core complete all as specified and directed.

Supply, laying & testing cable XLPE insulated, screened, PVC bedded, galvanised steel strip or wire armoured, electric power cables (heavyduty) with aluminium conductor, 11000 volts Earthed, grade cross sectional area 95 sqmm 3 core complete all as specified and directed.

M&L for cable jointing kit for 11 KV (Earthed) grade cable for straight through heat shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size 50 sqmm to 95 sqmm complete all as specified and directed.

Laying only, jointing, connecting, testing & commissioning XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 25 sqmm complete all as specified and directed.

Supply and laying, jointing, connecting, testing & commissioning XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 25 sqmm 4 core complete all as specified and directed.

M&L for cable jointing kit for 1100 V grade cable for straight through joint complete with jointing material heat shrink type and accessories suitable for 3.5 core XLPE, armoured, aluminium conductor cable od size upto 35 sqmm, outdoor type and taking down fault complete all as specified and directed.

Re-fixing of factory made weather proof outdoor pole mounted MCB kiosk box made out of not less than 1 mm thick MS sheet size not less than 250 x 200 x 100mm with and including MCB SP 10 Amp, 240 V 'C' series 10 KA and bus bar including fixing with two FI clamp 25 x 3 mm including washer nut bolt etc and making proper connection to street light exisitng on pole complete all as specified and directed.

Taking up or down 50 mm dia bore GI tubing, and connections, including cleaning for re-fixing or removal to store complete all as specified and directed.

Refixing old 50 mm dia bore steel tubing and connections in new or old position (Walls, ceiling, floors, etc.) and including all new fittings as required laid in trenches or floor complete all as specified and directed.

Grubbing up tree trunk including cutting of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance n exc. 50 m and clearing site, girth of tree exc 100 cm and n exc 150 cm complete all as specified and directed.

Grubbing up tree trunk including cutting of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance n exc. 50 m and clearing site, girth of tree exc 150 cm and n exc 200 cm complete all as specified and directed.

Grubbing up tree trunk including cutting of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance n exc. 50 m and clearing site, girth of tree exc 200 cm and n exc 250 cm complete all as specified and directed.

m/s vishnu kumar agarwal

M/s Rana Enterprises

aditya construction

bahadur singh samant

SK Traders Sons

om enterprises

M/S KS Shahi and Sons

S S CONSTRUCTION CO