SPECIAL REPAIR TO OPEN DRAIN SEWAGE LINES MANHOLES AT GOLF VIEW AND POST OFFICE RD OFFR MD ACCN AND PROVISION OF CERTAIN MINOR WORKS AT CMP DET STN HQ AND MDC UNDER GE MIS MHOW

Amount

Demolition of brick work any type, built in cement mortar including all quoins, arches, pillars etc complete all as specified and directed.

Excavating over areas not exceeding 1.5 m depth and getting out in soft/loose soil complete all as specified and directed.

M&L for cement concrete 1:3:6 type C-2 (using 40mm graded stone aggregate) in foundations, filling and mass concrete including sub base of floors complete all as specified and directed by Engr-in-Charge.

M&L for brick work with fly ash bricks (modular size), straingt or curved on plan exceeding 6m mean radius, build in cement mortar 1:4 complete all as specified and directed by Engr-in-Charge.

M&L for concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested; in cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate) for 150mm bore pipe complete all as specified and directed by Engr-in-Charge.

M&L for 150mm bore salt glazed stoneware drain pipes, class "A", laid in trenches and jointed in cement mortar 1:1 including testing complete all as specified and directed by Engr-in-Charge.

Taking down cement plaster on brick or stone walls, etc. with raking out joints, hacking for key, scrubbing down with water, etc complete all as specified and directed by Engr-in-Charge.

M&L for 15 mm thick plaster in cement mortar 1:4 on brick walls or concrete surfaces and in any position including finishing the surfaces fair and even (without using extra cement), complete all as specified and directed by Engr-in-Charge.

Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition) in any description and in any position not other wise specifically provided complete all as specified and directed by Engr-in-Charge.

M&L for providing precast reinforced cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate) in cover slabs (for manholes etc), shelves and similar articles with plain faces including necessary formwork and setting in cement mortar 1:4 with joints to match complete all as specified and directed by Engr-in-Charge. Note:- Reinforcement (TMT bars) shall be measured and paid separately.

M&L for reinforced cement concrete (nominal mix) type B1 1:2:4 (using 20mm graded aggregate) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed by Engr-in-Charge.

M&L 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 end and binding with and including mild steel wire and annealed not less than 0.9mm dia or securing with clips complete all as specified and directed by Engr-in-Charge.

M&L for Mild steel TMT bars 6 to 8mmm dia cut to length, bent to shape to required, including cranking, bending spirally for hoping for columns, hooking ends and binding with and including mild seel wire (annealed ) not less than 0.9mm dia or securing with clips complete all as specified and directed.

M&L for PCC type B1 1:2:4 (using 20mm graded stone aggregate) as in copings/benching etc including necessary formwork complete all as specified and directed.

Demolition of cement concrete (unreinforced) in ground floors and paving not exceeding 15cm thickness (below or above ground level) complete all as specified and directed by Engr-in-Charge.

M&L for 75mm thick cement concrete 1:3:6 type C2 (using 40mm graded stone aggregate) as in floor/ plinth protection finish the surface even and smooth without using extra cement including filling the expansion joints with bitumen filler / filler boards and necessary form work etc complete all as specified and directed by Engr-in-Charge.

M&L for PCC 1:2:4 Type B1 (using 20mm graded stone aggregate) as in surface channel and drains complete all as specified and directed by Engr-in-Charge.

Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified and directed.

Demolition of stone slabs and tiles of any description or thickness in floors complete all as specified and directed.

M&L for chequered cement concrete tiles (glossy finished) with grey cement and pigment of size 25cmX25cmX25mm thick, set and jointed and pointed in neat cement slurry in floor etc over and including 15mm thick screed bed in cement mortar 1:6 complete all as specified and directed by Engr-in-Charge.

Returning, filling in approved earth/soil, including spreading, levelling, watering and well ramming in layers n.exc 25cm thick, complete all as specified and directed by Engr-in-Charge.

Removal of surplus soil/excavated material to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed.

M&L for 25mm thick cement concrete type B-0, 1:2:4 (using 12.5 mm graded stone aggregate) for levelling course in floors complete all as specified and directed.

M&L for 20 mm thick granite (of any type) thick machine cut, in floor bedded and jointed with grey ement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing of approved quality of any size set and jointed in grey cement slurry laid over and including 15 mm thick screed bed in cement mortar (1:4) including granite polish to be done by mechanical grinder and moulding edges compete all as specified and as directed.

M&L for 20 mm thick granite (of any type) thick machine cut, in skirting/dado bedded and jointed with grey ement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing of approved quality of any size set and jointed in grey cement slurry laid over and including 10 mm thick backing coat in cement mortar (1:4) including granite polish to be done by mechanical grinder and moulding edges compete all as specified and as directed.

Dismantling of floor, hearth , or wall tiling including cement mortar bedding ( but not backing ) and rubbish of the primeses complete all as specified and directed.

M&L for double charged vitrified ceramic tiles 10mm thick (square or rectangular) area of each tile not exceeding 0.36 sqm, in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15mm thick screed bed or bedding layer in cement mortar 1:6 complete all as specified and as directed.

All as per item No 27.00 above but as in skirting/ dado etc over and including 10mm thik backing coat in cement mortar 1:4 an wall complete all as specified and as directed.

M&L for stainless steel railing chomium plated finished heay duty including all fixing arrangement complete and fixed in any position complete all as specified and directed.

M&L for brick work with sub class 'B' bricks straight or curved on plan exceeding 6.00m mean radius built in cement mortor 1:6 complete all as specified and directed.

M&L for rendering 15mm thick cement plaster in cement mortor 1:4 on fair faces of brick or concrete surface with liquid water proofing compound @ 200 ml per bag of cement finished even and fair 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 Acrylic Smooth exterior paint of required shade (@ 1.67 litre/10 sqm) over a coat of primer @ 2.20 Kg/10 sqm) of same make base over a coat of putty complete all as specified and directed. Make:- Asian- Apex or other make/brands as specified in particular specification. Note:- Putty shall be measured and paid seperately.

M&L for complete removal of existing wall /pillar/stair surfaces of wall including brooming , scraping down. Smoke spot, moss, efflorescent salts, trading oil, grasy spots and stopping nails marks and applying two coats of exterior weather proof water base emulsion paint white/coloured over and including a coat of oil base base primer over one coat of wall care putty (where it is required) complete all as specified and directed. Note:- Putty shall be measured and paid seperately.

M&L one coat of 1.50mm thick wall care putty on walls/ceiling complete all as specified and directed.

Dismandling of wrought iron or mild steel work of any description complete all as specified and directed

Excavation in trenches, not exceeding 1.50m wide and not exceeding 1.5m in depth for foundation, etc or not exceeding 10 Sqm on plan and not exceeding 1.5m in depth for shafts, cesspits, manholes, pier holes, etc and getting out in soft/loose soil complete all as specified and directed.

Excavation in trenches, not exceeding 1.50m wide and exceeding 1.50 m but not exceeding 3.00 m in depth for foundation, etc or not exceeding 10 Sqm on plan for shafts, cesspits, manholes, pier holes, etc and getting out in hard and dense soil complete all as specified and directed.

Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.50 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.50m complete all as specified and directed by Engineer-in-Charge.

Earth work in excavation in soft disintigrated rock/ ordinary rock by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.50 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.50m, for each additional 1.50 m or part thereof in depth beyond the first 1.50 m. complete all as specified and directed by Engineer-in-Charge.

Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.50 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.50 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 1.50m complete all as specified and directed by Engineer-in-Charge.

Earth work in excavation soft disintigrated/ ordinary rock by mechanical means (Hydraulic excavator) in foundation trenches or drain exceeding 1.50 m indepth but not exceeding 3.00m in depth and getting out soft disintigrated/ ordinary rock including dressing of sides and ramming of bottoms, lift upto 1.50 m, including getting out and disposal of surplus soft disintigrated/ ordinary rock complete all as specified and directed by Engineer-in-Charge.

Excavating in trenches exceeding 3.00 m deep and not exceeding 4.50 m in depth; for foundation, etc. or for shafts, wells, esspits, manholes, pier holes, getting out soil in soft disingrated rock/ordinary rock

M&L for plain cement concrete 1:4:8, D2 (using 40mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge.

M&L for brick work with fly ash bricks (modular size), straight or curved on plan not exceeding 6m mean radius, build in cement mortar 1:4 complete all as specified and directed by Engr-in-Charge.

M&L for brick work with fly ash bricks in one brick thick honey combing walling built in cement mortar 1:4 complete all as specified and directed.

M&L for reinforced cement concrete (design mix) M-30 (20mm graded stone aggegate) in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed.

M&L for reinforced cement concrete (design mix) M-30 (20mm graded stone aggegate) in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed.

M&L for reinforced cement concrete (design mix) M-30 (20mm graded stone aggegate) in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed.

M&L for providing precast cement concrete 1:2:4 type B-1 (using 20mm graded stone aggegate) set in cement mortar 1:4 as in baffle wall, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling). corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throat- ing etc. complete with joints to match complete all as specified and directed.

M&L for PCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in channel, benching etc laid to shape and slope and finished even and smooth using extra cement including weathering, throating and necessary form work complete all as specified and directed.

Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and directed.

Formwork to faces of walls, retaining walls, butments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter complete all as specified and directed.

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.

Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exceeding 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exceeding 10cm but not exceeding 20cm wide complete all as specified and directed.

S&F Bands, straps, supports or stays for rainwater, entilating pipes, including bolts, if required: hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165 complete all as specified and directed.

Supply only intergral water proofing compound complete all as specified and directed.

M&L for DWCPE 180mm outer ida/163mm inner diameter pipes including testing all as specified and directed by Engr-in-Charge.

M&L for hardcore of broken stone or boulders guage exceeding 63mm but not exceeding 100 mm, deposited, spread and levelled in layers not exceeding15 cm thick, watered and rolled/rammed to a true surface complete all as specified and directed.

M&L for rendering 5mm thick in cement mortar 1:4 on coincrete surfaces and finised even and fair complete all as specified and directed.

S&F 100mm cast iron soil, waste and vent pipes in any length with or without ears, with cement joints, laid in trenches or in floors complete all as specified and directed.

S&F 100 mm bore cast iron cowls complete all as specified and directed.

S&F 100mm SWG Single 'Y' junctions/T Junction complete all as specified and directed.

Removing excavated material exceeding 250 m but not exceeding 500 m and depositing where directed complete all as specified and directed.

Removing excavated material exceeding 1 km but not exceeding 1.50 km and depositing where directed complete all as specified and directed.

M&L for preparing new surfaces plastered surfaces or concrete surfaces of wall and applying two coats of cement base paint over a alkali resistance primer complete all as specified and directed.

M&L for loose filling with broken bricks bats of gauge 80 to 150 mm in soakage pits, soakage wells complete all as specified and directed.

Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed.

Excavating in post holes (or similar holes) each not exceeding 0.50 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm and getting out in soft/loose soil complete all as specified and directed.

M&L for PCC 1:3:6, type C-2 (using 40mm graded stone aggregate) as in walls or retaining walls, any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases), etc complete all as specified and directed

M&L for hardcore of broken stone or boulder of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed.

M&L for 100mm thick PCC, type D2 1:4:8 (using 40mm graded stone aggregate) in foundation, fillings and mass concrete complete all as specified.

M&L for sand cushioning for machine pressed precast concrete interlocking paver block including watering and consolidation complete all as specified and directed.

M&L for coloured machine pressed precast concrete interlocking paver block any shape and size confirming to IS-15658-2006 of 60mm thickness, M-35 grade including taking out of old damaged interlocking paver block complete all as specified and directed.

M&L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed.

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 cleats or other connecting plates conforming to Fe 410-W (Gde-E-250) quality-A complete all as specified and directed.

M&L for preparation of new steel or iron surfaces of any description over 10cm 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 pre-painted galvalume aluminium zinc GI based profile pattern steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed by Engineer- in Charge. Note: Pre-printed galvalume aluminium zinc GI based profile pattern steel sheet should be TATA Blue Scope Colourbond XRW or other make/brands as specified in particular specification.

M&L for brick work with fly ash bricks (modular size), straingt or curved on plan exceeding 6m mean radius, build in cement mortar 1:6 complete all as specified and directed by Engr-in-Charge.

M&L for rendering 10mm thick in cement mortar 1:4 finished even and smooth without using extra cement complete all as specified and directed.

M&L for moorum/red bajri filling in floors or paving laid in layers not exceeding. 15 cm thick, spread, levelled and rammed including watering as required complete all as specified and directed. Note:- Consolidated thickness shall be measured and paid.

M/s Narendra kumar Agrawal (BID ID -3115986)

PARIDHI CONSTRUCTION (BID ID -3116247)

M/s Himgiri construction (BID ID -3115139)

M/S Sunshine Construction (BID ID -3126461)

APconstruction (BID ID -3127250)