PROVISION OF WATER DRAINAGE LINE ALONG WITH THE BLDG OF NFS NODE, SPECIAL REPAIRS TO SEWAGE LINES NEAR BLDG No. 38 RA LINES, 373 I SUP PL ASC AND PROVISION OF CERTAIN REVENUE AND MINOR WORKS UNDER GE I BELGAUM

Amount

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

Demolition of existing dilapidated reinforced cement concrete cover slabs of any description and size all as specified and directed.

Demolition of PCC solid block masonry built in cement mortar pillars, etc. in any position below or above ground level all as specified and directed.

Taking down chowkhat with shutters (without taking off shutters from the frame) area exc 1.5 Sqm and n exc 4 Sqm each all as specified and directed.

Dismantling wrought iron or mild steel work of any description not otherwise provided for all as specififed and as directed.

Surface excavation not exceeding 30cm deep and averagig 15cm deep and getting out in hard/ dense soil all as specified and as directed.

Excavating in trenches n exc 1.5m wide and n exc 1.5m depth and getting out in hard/ dense soil for foundation/ laying cables/ pipes, etc. all as specified and directed.

Returning filling in including spreading levelling, watering and well ramming in layers n.exc 25cm thick with useful soil all as specified and directed.

Removing excavated materials n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point in soil all as specified and directed.

Removing excavated materials to a distance exc. 250m but n.exc 500m and depositing where directed in soil all as specified and directed.

M&L for hard core with broken stone or boulders of gauge n.exc 63mm, deposited, spread, levelled in layers n.exc 15cm thick, watered and rammed to a true surfaces all as specified and directed.

M&L for cement concrete 1:2:4 type B-2, using 40mm graded stone aggregate in foundation filling and mass concrete all as specified and directed.

M&L for cement concrete 1:4:8 type D-2, using 40mm graded stone aggregate in foundation filling and mass concrete all as specified and directed.

M&L for plain cement concrete 1:4:8, type D-2, using 20mm graded stone aggregate as in drains and similar works all as specified and directed.

M&L for plain cement concrete 1:2:4, type B-1, using 20mm graded stone aggregate as in surface channels, drains and similar works all as specified and directed.

M&L for extra for forming fair finished drain or channel of 25cm inner girth in cement concrete using extra cement including forms moulds mitred / stopped end etc. all as specified and directed.

M&L for extra for forming fair finished drain or channel of 30cm inner girth in cement concrete using extra cement including forms moulds mitred / stopped end etc. all as specified and directed.

M&L for extra for forming fair finished drain or channel of 45cm inner girth in cement concrete using extra cement including forms moulds mitred / stopped end etc. all as specified and directed.

M&L for pre-cast cement concrete solid block masonry, exc 10 cm width, blocks cast in PCC 1:3:6, type C1, using 20 mm graded stone aggregate and setting in CM 1:6 all as specified and directed.

M&L for providing cement concrete 1:2:4, type B-1, using 20mm graded stone aggregate as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, all as specified and as directed.

M&L plain cement concrete 1:3:6, type C-1, using 20mm graded stone aggregate as in coping, bed blocks, eves filling between wall and tile/ sheet roofing including necessary form work all as specified and directed

M&L plain cement concrete 1:2:4, type B-1, using 20mm graded stone aggregate as in coping, bed blocks, eves filling between wall and tile/ sheet roofing including necessary form work all as specified and directed

M&L for providing precast cement concrete 1:2:4, type B1, using 20 mm graded stone aggregate as in cover slabs, etc. set in CM 1:6 all as specified and directed.

M&L for providing pre-cast reinforced cement concrete 1:2:4, type B-1, using 20 mm graded stone aggregates as in spacer bands on drains, struts etc. average sectional area n. exc 100 sq. cm with or without chamfered angles and flat, splayed, rounded or mitred tops as directed and fixed all as specified and directed. Note :- Reinforcement shall be measured and paid separately.

M&L for cutting holes in brick walls built in cement mortar for inserting holdfasts/ lugs/ clamps/ bolts, etc. with depth of embedded portion measured from the face of the jamb into the wall exc. half brick but not exc. one brick and making good dismantled portion in cement mortar 1:3 or cement concrete 1:2:4 Type B-1 as required.

M&L for mild steel TMT bars 8mm dia and over cut to length bent to shape required including cranking bending, spirally for hooping for column, hooking ends and binding with and including MS wire (annealed) not less than 0.9mm dia all as specified and directed.

S&F mild steel framed work such as grills, gratings etc., with ends of bars shouldered and/or riveted or forget into spikes; framed guard bars; barred iron doors; framed ladders; framed balusters; walk ways; railings; frame work of cattle traps and similar work conforming to Fe-290 Gde E-165 all as specified and as directed.

M&L for rolled mild steel mild steel beam, tee, angle, channel or flat sections as in roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing including distance pieces, cleats etc. complete all as specified and as directed.

S&F mild steel works in tubular trusses, posts, rafters, purlins, etc. including special shaped washers etc. complete using ERW or induction butt welded tubes conforming to IS.1161-1979 grade St.-240 all as specified and as directed.

M&L for mild steel framed work as in gates of angle or other section with gusset plate, rails, braces etc complete, prepared for hanging or sliding with and including either hook or hinges and hanging fastening and fixing complete conforming to Fe 410W (Gde E-250) all as specified and directed.

M&L for mild steel small articles like bands, straps, including bolts, if required; hooks (stay), hook and pintle hinges; large hasps and staples; hand made sliding bolts; clamps; hold fasts; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar articles conforming to Fe-290 Gde-E-165 all as specified and as directed.

M&L for 1.6mm thick mild steel plain black sheet in wall cladding, steel gates and similar work, cut to size, holes punched, including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. all as specified and as directed.

M&L for 4mm thick Aluminium Composite Panel comprising of a core containing not less than 70% non combustible mineral filling sandwiched between two skins of 0.5mm thick aluminium alloy PERALUMAN-100 (AlMg1-NS41), weight not less than 7.6 kg per sqm, complete with all necessary sub-structures, anchors, hardware and fittings to provide a total installation, fixed to existing wooden/ steel members all as per manufacturers instructions, fixed in repairs, all as specified and as directed. Note: Measurement shall be taken flat as fixed without any allowance for laps, etc. Make: Alstrong/ Aludecor/ Alucobond/ Eurobond

S&F stainless steel block letters made out of 25mm x 2mm thick stainless steel sheets and height not less than 200mm, 304 grade, bright polished, fixed to mild steel frame work with brass screws at any position all as specified and as directed.

Roughening old concrete floor surfaces by picking, sweeping clean and washing down with water to remove dust, etc and brushing neat cement slurry with 3 kg of cement per Sqm to receive screed bed all as specified and directed.

M&L for 100mm thick plain cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in paving/ hard standing/ floor and finishing the concrete surface even and smooth without using extra cement all as specified and directed.

M&L for 100mm thick plain cement concrete 1:4:8 type D2 using 40 mm graded aggregate as in sub base for flooring all as specified and directed.

M&L for 75mm thick plain cement concrete 1:4:8 type D2 using 40 mm graded aggregate as in sub base for flooring all as specified and directed.

M&L for machine cut Kota stone slab, 18-20mm thick, as in flooring, set and jointed with neat cement slurry and pointed with grey cement mixed with pigment to match the shade of the slab laid over 15mm thick screed bed in cement mortar 1:6 including rubbing and polishing complete all as specified and as directed.

M&L for machine cut Kota stone slab, 18-20mm thick, as in risers of steps, skirting, dado, cladding to pillars, etc., laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including bull nosing the edges, rubbing and polishing complete including 10mm thick backing coat in CM 1:4 complete all as specified and directed.

M&L for 18 to 19mm thick machine cut granite work, table rubbed and polished, as in wall lining/ veneering to wall fixed over 12mm thick cement mortar 1:3 and pointing with white cement 1:2 using marble dust with admixture of pigment to match with shade of granite slabincluding taking down existing granite stone wall cladding all as specified and as directed.

M&L for 55 to 60mm thick machine pressed precast concrete interlocking coloured paver blocks, M-35 grade, any shape and size with glossy finish on top, confirming to IS 15658-2006 all as specified and directed.

M&L for sand filling under floors or in foundation including watering and consolidation all as specified and directed.

M&L for plain cement concrete 1:3:6, type C2, (Using 40 mm graded stone aggregate), 75mm thick as in plinth protection, finishing the surface fair and even, in panels & filling joints with mortar, etc. all as specified and directed.

M&L for rendering 10mm thick in cement mortar 1:4 on fair faces of brick work or PCC block masonry or concrete surfaces finished even and smooth without using extra cement complete all as directed.

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

M&L for rendering 15mm thick in cement mortar 1:6 on fair faces of brick work or PCC block masonry or concrete surfaces finished even and smooth without using extra cement complete all as directed.

M&L for rendering 5mm thick in cement mortar 1:4 mixed with and including water proofing compound at 2% by weight of cement, over 10mm thick backing coat in cement mortar 1:6 on fair faces of brick work or PCC block masonry of concrete surfaces finished even and smooth without using extra cement complete all as specified and directed.

M&L for two coats of oil bound distemper (Acrylic distemper washable), any colour, over a coat of primer over, on newly plastered walls, pilasters, cornices, etc., including necessary preparation of surfaces with 1mm thick layer of wall care putty all as specified and as directed.

M&L for two coats of cement based paint, any colour, on newly plastered surfaces of walls, pilasters, cornices, etc., over a coat of alkali resistant primer including necessary preparation of surfaces all as specified and directed.

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

S&F 40mm bore galvanized iron tubes, heavy grade, with all fittings, fixed to MS frame work with necessary welding all as specified and directed.

Cutting into existing manholes for connecting new drain pipes, 150mm bore, 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 B-1 smooth finished, and reforming benching as required all s specified and as directed.

All as described in item No. 53 but for RCC pipe of size 200mm bore

M&L for bed concrete to 150mm bore drain pipes in Plain Cement Concrete 1:4:8 type D2 using 40 mm graded stone aggregate including packing under and haunching against the sides of pipe after they are laid and tested all as specified and directed.

All as described in item No. 55 but for RCC pipe of size 200mm bore

M&L for bed concrete to 600mm bore drain pipes in Plain Cement Concrete 1:3:6 type C2 using 40 mm graded stone aggregate including packing under and haunching against the sides of pipe after they are laid and tested all as specified and directed.

M&L for 150mm bore Reinforced cement concrete pipes, class NP2, laid and jointed complete with collars including demolition and breaking up of existing unserviceable SGSW/ RCC drain pipes jointed in cement mortar and taking out of demolished materials from trenches and making good disturbed surfaces all as specified and as directed.

All as described in item No. 58 but RCC pipe class NP2 of size 200mm bore

M&L for 600mm bore Reinforced cement concrete pipes, class NP3, laid and jointed complete with collars all as specified and as directed.

C V ATIWADAKAR

RAJARAM TAYAPPA DANDAGALKAR

SAGAR ENTERPRISES

M/s. KIRAN M CHOUGULE

M/s A N Kalbhavi

M/s S N Atiwadkar