REPAIR AND MAINT OF DRAIN FENCING BOUNDARY WALL ETC AT ZONE 1 2 AND 3 IN ND MBI UNDER AGE BR I UNDER GE(NW)KUNJALI COLABA MUMBAI

Amount

Demolition of stone/brick masonry, built in cement mortar including all quoins, arches, pillars etc. but excluding ashlar facings dressed stone work and pre cast concrete articles complete all as specified and directed by Engineer-in-Charge.

Material and labour for brickwork with sub class 'B' bricks , straight or curved on plan exc 6m mean raidus built in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge.

Supply and fixing in repairs Galvanized, 2 strand, steel barbed wire 2.24 mm dia., barbed with 2 mm dia., barbs at 75 mm spacing and strained and fixing to any type of standard rails straining bolts, etc. complete all as specified and directed by Engineer-in-Charge.1 each line wire to be measured).

Supply and fixing wire barbed tape concertina coil wire of 50 turn having core wire of high carbon spring steel of high tensile strength and a carbon steel strip of 20mm width, 0.5mm thick having razor sharp barbs punched tape and core wire hot dip galvanized, as fixed in repair complete all as specified and directed by Engineer-in-Charge.

Dismantling of stone slabs & tiles of any description or thickness in floor aprons, cills etc laid bedded & pointed in any mortar complete all as specified and directed by Engineer-in-Charge.

Material and labour for Chequered cement concrete tiles 30cm x 30cm x 25mm thick set jointed and pointed in neat cement slurry in floors with in equal proportions & pigments with red and yellow colour over 20mm thick screed bed in CM 1:6 complete all as specified and directed by Engineer-in-Charge.

Material and labour for cement concrete tiles 25CmX25CmX22 mm thick, machine pressed,(with grey cement & no pigments), set jointed and pointed in neat cement slurry in floors over 15 mm thick bedding layers in CM 1:3. complete all as specified and directed by Engineer-in-Charge.

Material and labour for machine pressed pre-cast concrete interlocking coloured paver block and shape and size conforming to IS-15658-2006 Grade M-40 of 80mm thickness with grey cement and pigment laid dry over stone dust or sand base and compacted using vibrator complete all as specified and directed by Engineer-in-Charge.

Material and labour for machine pressed pre-cast concrete interlocking coloured paver block and shape and size conforming to IS-15658-2006 of 60mm Grade M-35 thickness with grey cement and pigment laid dry over stone dust or sand base and compacted using vibrator complete all as specified and directed by Engineer-in-Charge.

Material and labour for PCC 1:4:8 type D1 using (20mm graded crushed stone aggregate) as in foundations, fillings & mass concrete etc complete all as specified and directed by Engineer-in-Charge.

Material and labour PCC 1:2:4 type B1 using (20 mm graded crushed stone aggregate) as in kerbing all around of paver blocks complete all as specified and directed by Engineer-in-Charge.

Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in depth for drain in hard/dense soil complete all as specified and directed by Engineer-in-Charge.

Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm with soils complete all as specified and directed by Engineer-in-Charge.

Removing excavated surplus soil exc 250m but n.exc 500m deposiitng where directed at a level not exec 1.5m above the starting point outside MoD land complete all as specified and directed by Engineer-in-Charge.

Demolition of cast iron or reinforced concrete drain pipes , jointed in cement mortar and taking out of trenches, if required of following sizes complete all as specified and directed by Engineer-in-Charge. :-

(a) 600mm dia

(b) 300mm dia

(c) 150mm dia

Material and labour for Reinforced concrete pipes 600mm dia , class NP2, laid and jointed complete with collars complete all as specified and directed by Engineer-in-Charge.

Material and labour for Reinforced concrete pipes 300mm dia , class NP2, laid and jointed complete with collars complete all as specified and directed by Engineer-in-Charge.

Material and labour for Reinforced concrete pipes 150mm dia , class NP2, laid and jointed complete with collars complete all as specified and directed by Engineer-in-Charge.

M & PCC in 1:3:6 type C-2 for any dia of pipe using 40 mm graded crushed stone aggregate for haunching & Benching Concrete bed to drain pipes including packing under and completely surrounding pipes with concrete after they are laid and tested complete all as specified and directed by Engineer-in-Charge.

Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed by Engineer-in-Charge.

Supply and fixing mild steel works Fe 410 -W (Gde?E- 250) qualit A framed work as in doors or gates of angle or other sections with gusset plates (plain or chequered) rails and channels, rails, braces etc complete drilled for fixing of steel sheeting or other roof 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 rai;s and guides) and hanging also fastening and fixing complete all as specified and directed by Engineer-in-Charge.

Supply and fixing mild steel Framed work such as grills, gratings, sun shed etc with ends of bars shouldered and/or riveted or welded, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balastures, walk ways, railings, frame work of water tanks and similar work conforming to Fe-410-0 Gde E-165 complete all as specified and directed by Engineer-in-Charge.

Material and labour for preparing new or previously untreated surface of any description, over 10cm in width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified and directed by Engineer-in-Charge.

Demolition of cement concrete in ground floor and paving not exceeding 15cm thick below or above ground level un re-inforced complete all as specified and directed by Engineer-in-Charge.

Demolition of cement concrete in ground floor and paving exceeding 15cm thick below or above ground level un re-inforced complete all as specified and directed by Engineer-in-Charge.

Material and labour for PCC 1:4:8 type D2 using (40mm graded crushed stone aggregate) as in foundations, fillings & mass concrete etc complete all as specified and directed by Engineer-in-Charge.

Material and labour for cement concrete 1:2:4 type B2 (using 40mm graded crushed stone aggretate) as in surface channel or drain complete all as specified and directed by Engineer-in-Charge.

Material and labour for PCC (1:3:6) type C1 using 20mm graded crushed stone aggregate in coping bed block etc including necessary form work complete all as specified and directed by Engineer-in-Charge.

Taking down cement plaster on brick walls or stone walls etc including raking out joint, hacking for key, scrubbing down with water etc including removing debris directed for a distance max upto 500m complete all as specified and directed by Engineer-in-Charge.

Material and labour rendering 20 mm thick cement plaster in 1:4 as on fair faces of brick/stone work or concrete surfaces finished even and smooth (without using extra lime or cement) etc complete all as specified and directed by Engineer-in-Charge.

Material and labour for new or previously untreated surfaces of any description & applying two coats of acrylic (antifungal) exterior grade paint over one coat of primer on wall/roof complete all as specified and directed by Engineer-in-Charge.

Demolition of reinforced (reinforcement cut as required to facilitate demolition) cement concrete in ground floors and paving not exceeding 15 cm thickness( below or above ground level) complete all as specified and directed by Engineer-in-Charge.

Material and labour for precast cement concrete (1:2:4) type B1 (using 20mm graded crushed stone aggregate) set in cement mortar (1:6) work for landings, cover slabs(for manholes), chullah hoods , chajjas, water troughs, mangers shelves and similar articles with plain faces complete all as specified and directed by Engineer-in-Charge.

Material and labour for mild steel TMT bars 6 to 8mm dia and over cut to length bent shape as 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 by Engineer-in-Charge.

Material and labour for PCC 1:2:4 type B2 using (40mm graded crushed stone aggregate), 100mm thick as in flooring complete all as specified and directed by Engineer-in-Charge.

Material and labour PCC 1:3:6, type C2 (using 40 mm graded crushed stone aggregate) 75 mm thick as in plinth protection Finishing cement concrete surface even and smooth complete all as specified and directed by Engineer-in-Charge.

Forming contraction (Dummy) joints 65mm deep x 10mm wide filled with sealing compound Grade 'A' complete all as specified and directed by Engineer-in-Charge.

Taking down eaves gutters and rainwater pipes( any size or pattern) , including all fittings, heads, shoes, bends , swan necks, etc, removal to store (measured overall as fixed along the centre line over fittings and accessories) complete all as specified and directed by Engineer-in-Charge..

Supply and fixing 160 mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to wall complete all as specified and directed by Engineer-in-Charge.

Supply and fixing 110 mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to wall complete all as specified and directed by Engineer-in-Charge.

Supply and fixing 75 mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to wall complete all as specified and directed by Engineer-in-Charge.

Supply and fixing for PVC (SWR) bends any radius 160mm bore complete all as specified and directed by Engineer-in-Charge.

Supply and fixing for PVC (SWR) bends any radius 110mm bore complete all as specified and directed by Engineer-in-Charge.

Supply and fixing for PVC (SWR) bends any radius 75mm bore complete all as specified and directed by Engineer-in-Charge.

Dismantling fencing wire mesh, any type complete all as specified and directed by Engineer-in-Charge.

Supply and fixing mild steel security chain link fencing 60mm x 60mm mesh made out of 3mm dia MS wire and 1.00mm thick PVC coating throughout fixed to RCC post including binding wire complete all as specified and directed by Engineer-in-Charge.

Dismantling posts or struts (wood, steel or RCC) any section including taking out embedded portion in concrete complete all as specified and directed by Engineer-in-Charge.

Supply and fixing mild steel works as in fencing, posts & struts in fencing embedded in stone masonry/bricks works including cutting tops to shape as directed, drilling holes notching for wires flat iron fillets (for securing wire mesh etc) inlcuding all drilling, bolting or riveting etc and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed by Engineer-in-Charge.

Supply and fixing mild steel round bars 10mm dia and over, in horizontal support for chain link fencing including cut to length, bent to shape required including cranking, bending spirally for hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.

Supply and fixing mild steel screw bolts 10mm dia with hexagonal or square heads at one end and screwed at other ends dia of shank 5 to 10 mm and length of bolt exc. 5cm but n.exc 10cm complete all as specified and directed by Engineer-in-Charge.

Material and labour for Hard wear stone 20mm thick (of any type) granite stone slab machine cut in skirting/dado laid over cement screed and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including cutting and polishing of type and including 10 mm thick backing coat in CM 1:3 complete all as specified and directed by Engineer-in-Charge.

Material and labour for Hard wear stone (of any type) granite stone slab 20mm thick machine cut as in floors, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including cutting and polishing types and including 15mm thick screed bed in CM 1:4 complete all as specified and directed by Engineer-in-Charge.

Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and directed by Engineer-in-Charge.

Material and labour for brick ceremic tile 75x223x7 to 8 mm thick machine pressed, set jointed and pointed in neat cement slurry in floors over and including 15 mm thick backing coat layers in CM 1:3. complete all as specified and directed by Engineer-in-Charge.

Material and labour cleaning the existing drainage/culvert including removing cover slab, soils,spoils, vegetation, silt etc and refixing cover slab including making good and removing waste materials outside MoD Land complete all as specified and directed by Engineer-in-Charge.

Supply and fixing RCC precast drain covers of size 600 x 900mm complete all as specified and directed by Engineer-in-Charge.

Dismantling plain or corrugated steel sheeting, any gauge or thickness incl Nainital or similar pattern roof coverings all as specified and directed. complete all as specified and directed by Engineer-in-Charge.

Supply and fixing pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, chajjas, fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge.

Supply and fixing pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, chajjas, valley gutter, ridge and fixed with crumple joint etc fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge.

Anil Industrial Corporation

MADHU ENTERPRIZES

siddharth and company

Satyanarayan Trading Co.

jalandhara construction