Repair to path , chain link fencing ,compound wall, culverts and other misc items at MIRC under GE (S) Ahmednagar

Amount

Excavation in post holes, in soft / loose soil each not exceeding 0.5 Cum, getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering and removing surplus soil to a distance not exceeding 50 mtr and making good surface complete all as specified and directed.

Excavation in trenches n exc 1.5 wide & n exc 1.5 m depth for foundations etc and getting out in any type of soil complete all as specified and directed.

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

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

Demolition of stone masonary built in cement mortar including all quoins, arches, pillars, etc complete all as specified and directed.

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

Dismantling of old barbed wire fencing of any description complete all as specified and directed.

Demolition of cement concrete in ground floors and pavings n exc 15 cm thick above or below ground level complete all as specified and directed.

Mild steel bolts, machine made, 12 mm dia shank with hexagonal or square head one end and screwed the other or screwed both end, each screwed end to be fitted with, washers and one hexagonal or square nut, not exceeding 15 cm long complete all as specified and directed.

PCC 1:4:8, type D2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed.

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

Pre-cast reinforced cement concrete, 1:2:4, type B1 using 20 mm graded stone aggregate as in cover slabs etc complete all as specified and directed.

Form work to soffits of suspended slab such as roof slabs, floor slabs, landings and similar work exc 200 mm thick (horizontal or sloping) complete all as specified and directed.

Walling of random rubble masonry uncoursed, well bonded, bedded and solidly hearted built in CM (1:6) complete all as specified and directed.

All as per srl item No.15 here-in-before but except stones complete all as specified and directed.

Extra over stone walling for hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc 20 mm to face stones and dressing of face beds and joints as specified of random rubble walling uncoursed or brought upto course complete all as specified and directed.

Flush pointing to random rubble masonry, uncoursed or brought to course in CM (1:4) complete all as specified and directed.

Demolition of PCC solid block masonry built in cement mortar complete all as specified and directed.

Precast cement concrete block masonry with solid block of PCC (1:5:8) exc 10 CM in width and setting in CM (1:6) complete all as specified and directed.

All as per srl item No. 20 here-in-before but except PCC block complete all as specified and directed.

Rendering 15 mm thick in CM 1:4 on stone masonry surfaces or surface other than fair faces of brick work finished even & smooth without using extra cement complete all as specified and directed.

Preparation of wall surfaces and applying two coats of cement base paint over a coat of alkali resistant primer complete all as specified and directed.

Preparation of new steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide complete all as specified and directed.

Mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required including cranking bending spirally or looping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.

All as per srl item No. 25 here-in-before but 5 mm dia and over upto and including 10 mm dia in stirrups, spaces and binders complete all as specified and directed.

Mild steel angle / flat iron as in supports for posts / struts for securing barbed / chain link fencing any description including drilling holes, notching for wire etc complete all as specified and directed.

Galvanized 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossings with and provision of galvanized mild steel wire, staples or steel pins etc complete all as specified and directed.

Supply only chain link fencing net MS galvanised, made out of GI wire of 8 to 10 mm gauge, aperature not exceeding 100 mm complete all as specified and directed. Note : Payment shall be allowed after ascertaining weightt of chain link as per actual at site through BOO as ordered by GE.

Fixing only chain link fencing including line wire any mesh any type including securing bolts etc. complete all as specified & directed.

Mild steel round bars as line bars for fixing chain link fencing complete all as specified and directed.

PCC 1:3:6, type C1 using 20mm graded stone aggregate as in coping, cills, plinth courses, string courses, bed plates, kerbs etc complete all as specified and directed.

PCC 1:3:6, type C1 using 20 mm graded sone aggregate as in surfaces channels and drains including necessary forms / moulds etc. complete all as specified and directed.

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

All as per srl item No. 34 here-in-before but over 30 cm width & girth complete all as specified and directed.

Cement concrete 1:2:4, type B1 using 40 mm graded stone aggregate as in path and flooring etc surface finished even & smooth without using extra cement complete all as specified and directed.

Demolition and breaking up drain pipes (salt glazed or RCC) set in cement mortar of any size complete all as specified and directed.

Reinforced cement concrete pipes of 300 mm internal of approved make , class NP2, laid and jointed in cement mortar with collars complete all as specified & directed. (PCC shall be measured and paid for seperately under respective item).

PCC 1:4:8 type D-2, using 40 mm graded stone aggregate as in concrete bed to drain pipes, any type, of 300 mm internal dia including packing under and hunching against the sides of the pipes after they are laid & tested complete all as specified and directed.

PVC (SWR),pipes of 110 mm bore single socketed in any length with rubber ring joints, fixed in repairs, complete all as specified and directed.

Taking down cement plaster of any description on brick or stone walls etc., including raking out joints, hacking for key, scrubbing down with water etc., complete all as specified and directed.

Pre-cast cement concrete jalli, 35 mm thick in precast cement concrete 1:2:4, type B0 using 12.5 mm graded stone aggregate, set in CM 1:4, fixed in repairs complete all as specified and directed.

Dholpur stone cladding gang saw cut with machine cut edges, uniform colour of each stone size not exceeding 0.25 sqm fixed with and including, making V groove at top and bottom of stone and drilling hole for hold fastener, polishing, rubbing & including silicon treatment complete all as specified and directed.

Reinforced ceement concrete M-25 (design mix) using 20 mm graded stone aggregate as 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.

Reinforced cement concrete M-25 (design mix) using 20mm graded crushed stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5 m span etc. complete all as specified and directed.

Reinforced cement concrete M-25 (design mix) using 20mm graded crushed stone aggregate as in Columns, pillars, piers, posts and struts etc. 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.

Formwork to sides and soffits of floor or roof beam, beam hauchings, girders, bressum-mers, lintels cantilevers, shelves including supports complete all as specified and directed.

Formwork to sides of pillars, posts, struts, piers, columns etc. complete all as specified and directed by Engineer-in-Charge.

Complete removal of existing treatment from old decorated plastered or unplastered wall surfaces of walls including cornices, pillars etc,scraping washing, rubbing, brooming down etc. complete all as specified and directed

Preparation of surfaces of walls and applying two coats of cement base paint over a coat of alkali primer complete all as specified and directed.

Preparation of old painted steel surfaces of any description over 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified and directed.

M/s AG PATHAN

MS. A.S. CONSTRUCTION

MS. G.A. CONSTRUCTION

AMAR CONSTRUCTION

Vinod Enterprises

DAKSH ENGINEERS AND BUILDERS

R. T. Saluji

M/s. Sagar Traders