PROVN OF ADDITIONAL AREA DRAINAGE AT LAL TIKKU KHAD AREA UNDER GE S MAMUN

Amount

Earth work in excavation by mechanical means in all kind of soil (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and as directed.

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

Extra over Srl Item No 01 here-in-above for removing the earth beyond 50m upto a distance exc. 250m but not exceeding 500m from the starting point complete all as specified and directed.

M&L cement concrete type C-1, 1:3.6 (using 20 mm graded crushed Stone aggregate) as in surface channel and drains etc complete all as specified and as directed.

Material & labour for Cement concrete (1:3:6) type C-2 (using 40mm graded crushed stone aggregates) in foundation fillings and mass concrete complete all as specified and directed.

Material & labour for extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc., complete all as specified.

Add or deduct from Srl Item No 06 here-in-above for each 25 mm girth or part thereof over or under 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc., complete all as specified.

Material & labour for hard core of gauge not exc 63mm using broken stone or boulders, deposited, spread and levelled in layers n exc 15cm thick, watered and rammed to a true surface, complete all as specified.

M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:4 complete all as specified & directed.

Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints as specified of random rubble walling, coursed, hammer dressing with maximum depression on face from straight edge held against the dressed surface n.exc 40mm on Granite or trap stone complete all as specified and directed

M&L for raised pointing to random or polygonal rubble, uncoursed or brought upto courses in CM 1:3 complete all as specified & directed.

Material & labour for PCC 1:2:4, type B-1, (using 20mm graded stone aggregate) as in coping including necessary form work, complete all as specified.

M&L for providing precast cement concrete 1:2:4, type B-1, (using 20mm graded stone aggregate) as in RCC bonders (for stone walling) and setting in cement mortar 1:6 complete all as specified and as directed.

Material & labour for Inverted filler as in back of wall in layers n exc. 15 cm thick, spread, levelled, and blinded with earth and rammed including watering complete all as specified & directed.

M&L for broken stone or boulder filling dry Hand packing (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level complete all as specified and directed.

Material & labour for Mild steel TMT bars (Fe 500) 10mm dia and over, cut to length, bent to shape required, including cranking, bending, 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.

Material & labour for Mild steel TMT bars (Fe 500) 6 to 8mm dia in stirrups, spacers and binders cut to length, bent to shape required, including cranking, bending, 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.

S&F PVC (SWR) pipes 110mm bore single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed.

M&L Providing precast cement concrete Type B-1, 1:2:4 (using 20 mm graded crushed stone aggregate) set in CM 1:6 as in cover slabs in drains similar articles with plain faces complete all as specified.

Supply and laying 150mm dia Non Pressure NP-2 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete all as specifed & directed.

Material and labour for concrete bed to drain pipes including haunching against the side of the pipe and forming cradles after they are laid and tested in cement concrete 1:4:8, type D2 (using 40mm graded crushed stone aggregates) for 150/160mm bore, complete all as specified and directed.

M&L for mild steel framed work such as grills, gratings, etc. with ends of bars shouldered and or reveted, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tanks and similar work conforming to Fe -290 Gde E-165, complete all as specified and directed.

Material & labour for Brickwork with Fly ash bricks (old size), straight or curved on plan exc. 6m in mean radius, built in cement mortar 1 :4 in half brick thick wall, complete all as specified.

Material & labour for Brickwork with Fly ash bricks (old size), straight or curved on plan exc. 6m in mean radius, built in cement mortar (1:4), as in brick edging complete all as specified.

Material & labour for flush pointing to brick walls as in CM 1:4 complete all as specified and as directed.

Material & labour 15mm thick cement plaster in two layer (5mm thick in cement mortar (1:4) over 10mm thick in cement mortar (1:4)) on fair faces of brick work finished even and smooth without using extra cement complete all as specified and directed.

M/S NARESH KUMAR SHARMA (BID ID -3308532)

D R CONTRACTORS (BID ID -3308649)

Elite Builders (BID ID -3303523)

GANDOTRA CONSTRUCTION CO (BID ID -3308771)

PAWAN KUMAR (BID ID -3308700)