SPL REPAIR TO PATH, INTERLOCKING TILES IN SOUTHERN SECTOR AND CERTAIN REVENUE WORK AT MIL STN KOTA

Amount

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

M & L for cement concrete M7.5 (Nominal Mix) using 40 mm nominal size graded crushed stone aggregate 100 mm thick in sub base for laying tiles, pavings, floorings etc. complete all as specified and as directed.

Providing and laying 60 mm thick factory made cement concrete interlocking paver block glossy finish (3 D disign) of M35 grade conforming to IS 15658: 2021 made by block making machine with strong vibratory compaction, of approved size, design & shape, cast in rubber mould, glossy finish of approved colour, laid in required colour and pattern over and including 25 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. complete all as specified and as directed.

Providing and laying at or near ground level factory made kerb stone of any size, top bullnosed shape, made of M-25 (Design Mix) 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 as directed.

S&F LED kerb stone of size 500 mm x 150 mm x 200 mm built in CM (1:4) made out of 5 foundation rods ensuring complete protection against theft and having a LED strip of length 470 mm with 22 Nos LED duly plastic coated of any colour as approved by the GE and having adequates number of connectors and one power supply kit for necessary connection including wire and other material as required at site as per manufacture's instructions complete all as specified and directed. Note: Items required for connection to main electric supply from near by electric sources shall be included in the quoted rates. Make: Hydrose LED kerb stone/ Om Hindustan infratech/ 3M or equivalent as approved by GE.

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

Excavating over areas exceeding 1.5 m but not exceeding 3 m deep and getting out in soft/ loose soil complete all as specified and as directed.

Excavating in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. or for cable laying or not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in any type of soil complete all as specified and as directed.

Excavating in trenches not exceeding 1.5 m wide and exceeding 1.5 m but not exceeding 3.0 in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. or for cable laying or not exceeding 10 sqm on plan and exceeding 1.5 m but not exceeding 3 m in depth and getting out in soft/ loose soil complete all as specified and as directed.

M & L for moorum/red bajri filling in floors or pavings, laid in layers not exceeding 15 cm thick, spread, levelled and rammed including watering complete all as specified and as directed.

M & L for cement concrete in foundation, filling and mass concrete in M7.5(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate complete all as specified and as directed.

M & L for brick work with fly ash bricks of class designation 7.5 and non-modular size as per IS 12894: 2002, straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:6 complete all as specified and as directed.

M & L for brick work with fly ash bricks of class designation 7.5 and non-modular size as per IS 12894: 2002, straight or curved on plan exceeding 6 m mean radius laid dry in retaining walls, abutments, soakage well and similar works, complete all as specified and as directed.

Material and labour for plastering 12 mm thick on stone masonry surfaces or other than fair faces of brick work or on one side of lathing (on vertical surfaces) in cement mortar 1:4 finished even and smooth without using extra cement complete all as specified and as directed.

Material and labour for plastering 15 mm thick on fair faces of brick work or concrete surfaces (on vertical surfaces) in cement mortar 1:4 finished even and smooth without using extra cement complete all as specified and as directed.

M & L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips and including welding has to be done with minimum 20 cm over lap for new and old of any height. Complete all as specified and as directed.

M & L for mild steel TMT bars any dia in stirrups, spaces and binders, 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 0.9 mm dia or securing with clips complete all as specified and as directed.

M & L for RCC M-20 (Nominal Mix) using 20 mm nominal size graded crushed stone 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 as directed.

M & L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200 mm thick (Horizontal or sloping) for rough finished flat surfaces of concrete complete all as specified and as directed.

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

M & L for RCC M20 (Nominal Mix) using 12.5 mm nominal size graded crushed stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5 m span complete all as specified and as directed.

M & L for cement concrete M15 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate as in floor 40 mm thick finished even and smooth using extra cement complete all as specified and as directed.

S & F cast iron, centrifugally cast, socket and spigot, nominal dia 50 mm soil, waste and vent pipe as per IS 3989: 2009 in any length with cement joints, laid in trenches or in floors complete all as specified and as directed.

S & F cast iron, centrifugally cast, socket and spigot, nominal dia 100 mm soil, waste and vent pipe as per IS 3989: 2009 in any length with cement joints, laid in trenches or in floors complete all as specified and as directed.

S & F cast iron vent cowl for 100 mm bore pipe complete all as specified and as directed.

M & L for loose filling with broken stone or boulder aggregates of gauge 40 to 80 mm in soakage pits, soakage wells, on open space etc. complete all as specified and as directed.

M & L for precast cement concrete M-15 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces fair faces, including chamfers, weatherings, throating etc. and setting in cement mortar (1:4) complete with joints to match complete all as specified and as directed.

M & L for cement concrete M-15 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate in lintels upto 1.5 m 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, slab staging for water tanks, filling of pressed steel door frame, fixing of hold fasts and the like including weathering, slightly rounded or chamfered angles and throating including necessary formworks complete all as specified and as directed.

M & L for cement concrete in surface channels and drains in M15(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate complete all as specified and as directed.

Supplying and laying reinforced concrete pipes with collars, 150 mm internal diameter, class NP2, laid and jointed with stiff mixture of cement mortar (1:2) complete all as specified and as directed.

M & L for concrete bed to drain pipes of internal diameter 150 mm laid in trenches in cement concrete M7.5(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate including packing under and haunching against the sides of pipes complete all as specified and as directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft/ loose/ hard/ dense soil complete all as specified and as directed.

Removing excavated material (soils) not exceeding 50 m and depositing where directed at a level n exc. 1.5 m above the starting point

Cutting into existing manholes for connecting new drains of pipe of nominal size 150 mm, 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 M15(Nominal mix) using 20 mm nominal size graded crushed stone aggregate, smooth finished, and reforming benching as required complete all as specified and as directed.

S & F factory made FRP manhole cover including frame, medium duty as per IS 12592: 2002, 100 kN breaking load in any shape and size (square/ rectangular/circular) complete all as specified and as directed.

Cutting and grubbing of bushes grass and tree surrounding manholes, Gully trap, bend, wall pipe,overhead tank and sewage line alignment etc averaging 15 cm deep and levelling of ground around the manholes,sewage line and finish the surface of wall and removing the waste material to a distance exc 50m and n exc 500m and clearing the site. Note - (i) All TP (like JCB or else) and equipment’s are required for clearance of site safety shall be arranged and made available by the cntractor. (ii) All safety measures for workmen to do work shall be provided by the contractor. (iii) Any other existing govt assets (Like electric cables,water plipeline storm water drain boundary walls etc) are damages during the site clerance/excavation contractor should be repair at same time without any delay. (iv) Contractor (bidder) shall note understand that the rate quoted by him & in r/o of site clerance items shall be deemed included in quated rate and no extra on this account is admissible.

Pioneer Enterprises (BID ID -3107171)

L P Singh and Co. (BID ID -3107377)

M/S MOHINI ENTERPRISES (BID ID -3107678)

M/s Prem Associates (BID ID -3107329)

ANNAPURNA ENTERPRISES (BID ID -3107122)

K B Enterprises (BID ID -3108833)

SINGH ENTERPRISES (BID ID -3108549)