REPAIR MAINT OF COMPOUND WALL, DRAIN, SEPTIC TANK, ETC IN AREA II UNDER GE SAUGOR

Amount

Excavation in trenches not exc 1.5 m wide and not exc 1.5 m deep in hard/dense soil complete all as specified and directed.

Excavation in trenches not exc 1.5 m wide and not exc 1.5 m deep in soft/loose soil complete all as specified and directed.

Demolition of cement concrete of any description and in any position etc complete all as specified and directed

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

M&L for PCC 1:4:8, Type D-2 (using 40mm graded stone aggregates) as in foundations, filling and mass-concrete complete all as specified and directed.

M&L for cement concrete in foundation PCC 1:3:6, type C2 (using 40mm graded stone aggregates) as in foundation and mass concrete for sub base under floors complete all as specified and directed..

M&L for RCC 1:1.5:3, type A-1 (using 20 mm graded stone aggregate) as in foundations, including rafts, footings,plinth beams; bases for columns, etc under-reamed piles and mass concrete complete all as specified and directed.

M&L for RCC 1:1.5:3, type A-1 (using 20 mm graded stone aggregate) as in columns, pillars, piers, posts and struts and the like, complete all as specified and directed.

M&L for RCC 1:1.5:3, type A-1 (using 20 mm graded stone aggregate) as in Beams, cantilevers, bressummers, lintels over 1.5m span and the like complete all as specified and directed.

M&L for RCC 1:2:4, type B1 (using 20mm graded stone aggregates) as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed

M&L for RCC 1:2:4, type B1 (using 20mm graded stone aggregates) as in cover slab of drain & basement slabs, under reamed piles and mass concrete complete all as specified and directed

M&L for form work to sides of concrete foundation , footings, base of columns, sides and soffits of plinth beams and similar works as in rough finshed flat surface complete all as specified and directed.

M&L for form work to sides of pillars, posts, struts, piers, columns and stanchions square or rectangular rough finished complete all as specified and directed.

M&L for form work to sides and soffits of floor or roof beams, lintels, shelves and similar works as in rough finshed flat surface complete all as specified and directed.

M&L for form work for to soffits of suspended slabs such as floor,roof slabs and landing not exceedind 200 mm thick for fair finished surface, complete all as specified and directed.

M&L for MS TMT bars 10mm dia and over, cut to lenth, bend to shape required, including cranking, bending, sprially for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.

M&L for MS TMT bars 5mm dia and over upto and including 10 mm dia in stirrups, spaces and binders complete all as specified and directed.

M&L for brick work with sub class 'B' bricks old size straight or curved on plan exc 6m mean radius in CM 1:6 including demolition of brick work including all qoins arches, pillars etc built in cement mortar complete all as specified and directed.

All as per item No 18 as above but except bricks Note:- Serviceable bricks obtained from demolition shall be re-used in this item.

M&L for walling of random rubble stone masonry, brought upto course, well bonded, bedded and solidly hearted, built in cement mortar (1:6) including demolition of rubbled stone masonry including all qoins arches, pillars etc built in cement mortar complete all as specified and directed.

All as per item No 20 as above but except stones Note:- Serviceable stones obtained from demolition shall be re-used in this item.

M&L for rendering 15mm thick cement plaster in cement mortar 1:4 on fair faces of brick /Concrete surfaces finishing the surfaces even and fair complete all as specified and directed and directed.

M&L for rendering 15mm thick cement plaster in cement mortar 1:6 on other than fair faces of brick /Concrete surfaces finishing the surfaces even and fair complete all as specified and directed and directed.

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

M&L for prepration of newly plastered wall sufaces and applying two coats exterior emulsion weather proof paint over one coat of exterior wall primer incl. of walls complete all as specified and directed by Engr-in-charge. Make Asian ACE or equivalent

M&L for PCC 1:2:4, type B-1 (using 20mm graded stone aggregates) as in copings, kneelers, apex stones, bed plates and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed

M&L for PCC 1:3:6, type C-2 (using 40 mm graded mechanically crushed stone aggregates) as in surface channel , bed of drains, & other similar work complete all as specified and directed.

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

M&L for add or deduct for each 25mm girth or part thereof over or under 30cm for forming fair finished drain or channel inner girth in cement concrete using extra cement including forms , moulds , mitred ,stopped end etc complete all as specified & directed.

M&L for RCC pipe of 150 mm dia Class NP2 laid and jointed complete with collars including demolition and breaking up drain pipes (salt glazed ware)/ RCC pipe of 150mm dia pipe set in cement mortar complete all as specified and directed.

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 aggregates) for 150 mm dia pipe, work in foul position complete all as specified and directed..

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

Removing excavated materials (soil) to a distance exc. 250 m but n exc 500 metre and deposting where directed, at a level n.exc. 1.5m above the starting point complete all as specified and directed.

dipangashu barick and associates

M/s Vinod Kumar Korpal, Sagar

A Raza Enterprises

anil kumar sahu

M/S PRAKASH RAIKWAR TRADERS AND CO