REPAIRS TO SEWAGE LINE FOOTPATH FENCING SEPTIC TANK AND COMPOUND WALL AT GANESHKHIND AND ARDE TECH AREA JCDA DSC LINE GOL MARKET UNDER AGE BR PASHAN

Amount

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

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

Demolition of brick work/ stone masonry built in cement mortar or cement lime mortar including all quoins, pillars, arches etc, but excluding ashlar facings dressed stone work and precast concrete articles complete all as specified and directed.

Demolition of RCC for any description in any position not specifically provided for (Reinforcement cut as required to facilitate demolition) complete all as specified and directed.

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

Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all a specified and directed.

Dismantling fencing wire mesh/chain link of any type complete all a specified and directed.

Taking down cement or cement lime plaster on brick /stone/block masonry walls,etc. including racking out joints, hacking for key scrubbing down with water complete all as specified and directed.

Raking out joints/pointing built in cement mortar to random rubble masonry, uncoursed or brought upto course complete all as specified and directed.

Material and labour for Rubber moulded chequered cement concrete tiles 20cm x20cm x 25mm thick,with grey cement and pigment over and including 15mm screed bed in cement mortar 1:4 set, jointed and pointed in neat cement slurry in floors complete all as specified and directed.

Material and labour for cement concrete 1:3:6 Type C2 ( using 40 mm graded crushed stone aggregate) as in surface channel and Drains complete all as specified and directed.

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

Material and labour for PCC (1:2:4) Type B1 (using 20mm graded crushed stone aggregate) in coping and bed blocks for angle iron post including necessary formwork/moulds complete all as specified and directed.

Material and labour for PCC 1:4:8 type D2, 75mm thick using 40mm graded crushed stone aggregate as in sub base complete all as specified and directed.

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

Material and labour for Cement concrete 75mm thick type C- 2, 1:3:6 (40mm graded crushed stone aggregate) as in plinth protection, casting in alternate bays complete all as specified and directed by Engr-in charge.

Material and labour for PCC solid block kerb stone factory made as edging stone M-20 (using 20mm graded crushed stone aggregate ) as in road / foot path edges, set in cement motar (1:6) etc. complete all as specified and as directed.

Material and labour for providing and laying 60mm thick rubber moulded factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design and pattern as in footparth, parks, lawns, drive ways or light traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed.

Material and labour for filleting in any position and to any shape in cement cement mortar 1:4 including all mitres, stops, including sectional area n. exc. 25 Sqcm etc complete all as specified and as directed.

Material and labour for PCC block masonry with solid blocks, exc 10 cm in width and setting in cement mortar 1:6 precast cement concrete block of type C-1 with 1:3:6 (using 20 mm graded crushed stone aggregate) complete all as specified and directed.

Material and labour for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and directed.

Material and labour for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 but except stone. (Stone obtained from item No. 3) complete all as specified and directed.

Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified of face beds and joints as specified of random rubble walling, uncoursed or brought upto courses with 40mm maximum depression on face from straight edge held against the dressed surfaces complete all as specified and directed.

Material and labour for 15mm thick rendering on fair face of brick work or concrete surfaces in cement mortar 1: 4 with finishing the surface even & fair without using extra cement mixed with WPC for a layer 5mm thick complete all as specified and directed.

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

Material and Labour for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance,dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces. at any height including necessary scafolding etc complete all as specified and as directed by Engr in charge.

Material and labour for Flush pointing to random rubble masonry, uncoursed or brought upto course in cement mortar 1:3 complete all as specified and directed.

Material and labour for providing precast cement concrete in landing, cover slabs ( for man holes, drains etc. ) chullah hoods, chajjas, water throughs, mangers, shelves and similar artices with plain throughs, mangers, shelves and similar articles with plain faces RCC 1:2:4, Type B1 ( using 20 mm graded crushed stone aggregate) set in cement mortar 1:6 etc including forms and moulds complete all as specified and as directed.

Material and labour for mild steel TMT bars 8 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 0.9mm dia. Or securing with clips etc. complete all as specified and directed.

Supply and fix 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/welding, etc., and similar work conforming to Fe 290 Gde E-165 complete all as specified and directed.

Supply and fix framed work such as grills, grating, etc with ends of bars shouldered and riveted, welded railing, framed work for water tanks and similar work confirming to Fe-290 Gde E-165 complete all as specified and directed.

Material and labour for preparing new steel / iron surfaces and applying two coats of Synthetic enamel paint over a coat of red oxide primer over 10 cm width/girth complete all as specified and directed.

Material and labour for Preparing old steel / iron surfaces and applying one coat of Synthetic enamel paint over 10 cm width/girth complete all as specified and directed.

Supply and fix in repairs 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. 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 provision of binding wire complete all as specified and directed.

Prepration of old surfaces of stone/concrete (kerb stone of footpath) and applying one coat of synthatic enamel paint complete all as specified and directed by Engr-in-Charge.

Prepration of new surfaces of stone/concrete (kerb stone of footpath) and applying two coat of synthatic enamel paint over a coat of primer complete all as specified and directed by Engr-in-Charge.

Supply and fix in repair precast cement concrete jallies, 40 mm thick (measured solid), type B0, 1:2:4 Using 12.5 mm graded crushed stone aggregate, set in cement mortar 1:4, including all mouldings but including frame complete all as specified and directed.

Material and labour for Razor concertina coil, 610 mm dia. ( 50 spirals per coil) weight apptox 8 Kg (+ or - 5%) expandable 6 metre to 8 metre, consisting of 2.6 mm dia. Heave galvanised high tensile spring steel wire as per IS- 4454, Barb ( Barb length 24 +or - 1 mm, pitch between two barbs 35 + or - 1 mm ) wade of 0.5 mm thick low carbon heave galvanised cold rolled steel sheet as per IS-513, heave duty steel clip as per IS- 2062 and Epoxy resin coating for anti- corrosion, including dismantling old fencing wire any type complete all as specified and directed.

Material and labour for running welding not excedding 6 mm thick in repair complete all as specified and directed.

Material and labour for rendering 15mm thick on stone /block masonary surfaces in cement mortar 1:6 and rendering is to be finished even and smooth (without using extra cement) complete all as specified and directed.

Excavation in trenches, not exceeding 1.5metre wide and not exc 1.5 metre in depth for foundation etc or shaft, wells, cesspits, manholes, pier holes etc n.exc 1.5 metre in depth and getting out in soft/ loose soil complete all as specified and directed.

Excavation in trenches, not exceeding 1.5metre wide and exc 1.5 metre in depth and not exc 3.0 metre in depth for foundation etc or shaft, wells, cesspits, manholes, pier holes etc n.exc 1.5 metre in depth and getting out in hard/ dense soil complete all as specified and directed.

Excavation in trenches, not exceeding 1.5metre wide and not exc 1.5 metre in depth for foundation etc or shaft, wells, cesspits, manholes, pier holes etc not exc 1.5 metre in depth and getting out in soft disintegrated rock complete all as specified and directed.

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

Removing excavated material not exc 50 metre and depositing where directed at a level not exc 1.5 metre above the starting point complete all as specified and directed.

Cutting in to existing manholes for connecting new drains, 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 B1 using 20mm graded crushed stone aggregate smooth finished, and reformong benching as required for 150 mm dia pipe complete all as specified and directed.

Material and labour for 150 mm internal diameter Reinforced concrete pipes, class NP2, laid and jointed complete with collars, laid in trenches on concrete bed or directly on hard ground complete all as specified and directed.

Material and labour for 200 mm internal diameter Reinforced concrete pipes, class NP2, laid and jointed complete with collars, laid in trenches on concrete bed or directly on hard ground complete all as specified and directed.

Material and labour for cement concrete 1:3:6 type C2 (using 40 mm graded crushed stone aggregate) as in bed to drain pipe including packing under and haunching against the sides of pipes after laying in trenches to required slope and tested for 150mm dia of pipe, complete all as specified and directed by Engr - in - Charge.

Material and labour for cement concrete1:3:6, type C2 (using 40 mm graded crushed stone aggregate) as in bed to drain pipe including packing under and haunching against the sides of pipes after laying in trenches to required slope and tested for 200mm dia of pipe, complete all as specified and directed by Engr - in - Charge.

Material and labour for cement concrete 1:2:4, type B1 (using 20 mm graded crushed stone aggregate) in coping, kerbs, benching channels to man holes etc, curved portion (any girth/width) etc, finished even & smooth with using extra cement complete all as specified and directed.

Material and labour for rendering internal faces, 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 , mixed with and including water proofing compound @ 3% by weight of cement and surface finished even & smooth without using extra cement complete all as specified and directed. (Note : supply of WPC shall measured and paid seperately).

Material and labour for rendering external surfaces, 15 mm thick, other than fair faces of brick work or concrete surfaces in cement mortar 1:4 and surface finished even & smooth with out using extra cement complete all as specified and directed.

Cleaning of existing of sewage lines150mm dia from manholes to manholes by mechanical means for cleaning eye to eye, at any depth of pipe from ground level complete and getting out mud, sludge etc and washing the line with flush water through pipes including disposing; the sludge/ rubbish at a distance exc 100metre but n.exc 200 metre complete all as specified and directed by Engr- in - Charge

Cleaning of existing of sewage lines 200mm dia from manholes to manholes by mechanical means for cleaning eye to eye, at any depth of pipe from ground level complete and getting out mud, sludge etc and washing the line with flush water through pipes including disposing; the sludge/ rubbish at a distance exc 100metre but n.exc 200 metre complete all as specified and directed by Engr- in - Charge

Cleaning of existing manholes of any size and not exc 1.00metre depth from ground level including removing sludge, silt, solid particles etc and washing the man hole with fresh water and disposing off the same to a distance not exc 50 metre and berried the same complete all as specified and directed.

Cleaning of existing manholes of any size and exc 1.00 metre but not exc 3.00 metre depth from ground level including removing sludge, silt, solid particles etc and washing the man hole with fresh waterand disposing off the same to a distance not exc 50 metre and berried the same complete all as specified and directed.

Cleaning of gully traps any size and any type complete all as specified and directed.

Cleaning of Nahani traps of any size complete all as specified and directed.

Cleaning of W. C. chock up any pattern and size complete all as specified and directed.

Cleaning of any type of roof of area exc. 100 sqm but not exc. 300 sqm, alongwith external face of wall of building at any height by removing leaves, vegatation growth, debris and accumulated mud by washing brushing or by any means without hampering the water proofing membrabe (if provided) from permament roof not accessible including cleaning of rain water pipes of any description and removing of debris/ spoil from site and deposing the same to low lying area exc 0.5 km and not exc 1.5 km complete all as specified and directed by Engr-in-Charge.

Cleaning of any type of roof of area exc. 300 sqm and not exc 500 sqm, alongwith external face of wall of building at any height by removing leaves, vegatation growth, debris and accumulated mud by washing brushing or by any means without hampering the water proofing membrabe (if provided) from permament roof not accessible including cleaning of rain water pipes of any description and removing of debris/ spoil from site and deposing the same to low lying area exc 0.5 km and not exc 1.5 km complete all as specified and directed by Engr-in-Charge.

Cleaning of any type of roof of area exc. 500 sqm, alongwith external face of wall of building at any height by removing leaves, vegatation growth, debris and accumulated mud by washing brushing or by any means without hampering the water proofing membrabe (if provided) from permament roof not accessible including cleaning of rain water pipes of any description and removing of debris/ spoil from site and deposing the same to low lying area exc 0.5 km and not exc 1.5 km complete all as specified and directed by Engr-in-Charge.

Material and labour for oiling and greasing (lubrication), including rust removing by using rustremover chemical to existing steel rolling shutters of garages for smooth operation/fuctioning complete all as specified and directed by Engr-in-Charge.

AJAY ENTERPRISES

M/S.J.V.Datar

Sunil Constructions

Rays Breakers

Vipul Enterprises