REPAIR OF BOUNDARY WALL OF PRABUDDH VIHAR COLONY AND DEVIKHERA UNDER GE E/M LUCKNOW

Amount

Excavating over areas in soft/loose soil n exc 1.5 m deep and getting out for foundation, complete all as specified and directed.

All as per item No 1 above but exc 1.5 m and n exc 3.0 m in depth

All as per item No 1 above but exc 3.0 m and n exc 4.5 m in depth

Returning filling in includinguding spreading levelling, watering and well ramming in layers n exc 25 cm in soft/loose soil, complete all as specified and directed.

Removing excavated materials 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.

M&L for PCC 1:3:6 type C-2 (using 40 mm graded stone aggregate) as in foundation /sub base of floor, filling and mass concrete, complete all as specified and directed.

S&F Mild stee bars (TMT bars) 10 mm dia and over as in reinforcement cut to length, bent to shape required includinguding cranking hooking ends and binding with mild steel wire [annealed] not less than 0.9 mm dia or scruing with clips, complete all as specified and directed.

All as per item No 7 above but 8mm dia in stirrups

M &L for RCC M 20 using 20 mm graded stone as in foundation , plinth beam etc complete all as specified and directed.

M&L for RCC M-20 using 20 mm graded stone as in retaining walls, basement walls including attached columns, pillars, piers etc complete all as specified and directed.

M&L for RCC M-20 using 20 mm graded stone as in beams, cantilevers etc complete all as specified and directed.

M&L for RCC M-20 using 20 mm graded stone as in columns, pillars, piers etc complete all as specified and directed.

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

M&L for glass coping in cement mortar 1:3 on top of wall etc complete all as specified and directed.

M&L for rendering 10 mm thick on flat fair faces of brick work/ concrete surfaces in cement mortar 1:4 finished even & smooth without using extra cement complete all as specified and directed.

M&L for two coats of cement base paint over a coat of cement base primer including preparation of newly plastered surfaces etc complete all as specified and directed.

M&L for one coat of cement base paint including preparation of old plastered or unplastered surfaces etc complete all as specified and directed.

M&L for two coats of synthetic enamel paint over red oxide primer coating including preparation of newly steel surfaces etc complete all as specified and directed.

M&L for formwork to faces of walls, retaining walls, parapets including attached pillars, posts, piers and columns for flat fair finished surfaces etc complete all as specified and directed.

M&L for formwork to sides of pillars, posts, piers and columns for flat fair finished surfaces etc complete all as specified and directed.

M&L for formwork to sides & soffits floor or roof beam for flat fair finished surfaces etc complete all as specified and directed.

M&L for formwork to sides of concrete foundation, footings for flat fair finished surfaces etc complete all as specified and directed.

M&L for PCC 1:3:6 type C2 (using 40mm graded stone aggregate) as in sub base, foundation bed concrete of drain, surface channels, complete all as specified and directed.

M&L PCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in couping including necessary form work etc, complete all as specified and directed.

M&L for rendering 15 mm thick on brick work/ concrete on flat fair surfaces surfaces in cement mortar 1:4 & finished even & smooth without using extra cement, complete all as specified and directed.

M&L for forming flat 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 and directed.

Add or deduct for each 25mm girth or part there of over or under 30cm inner girth in cement concrete using extra cement including forms, moulds, mitred, stopped ends etc

S&F 100mm dia UPVC pipe 800mm long as in weep hole in retaining wall complete all as specified and directed.

Demolition of cement concrete (reinforced) in any position, complete all as specified and directed.

Demolition of brick work or stone / boulder masonry built in cement mortar or cement lime mortar includinguding all quions, arches, pillars etc but excluding ashlar facings, dressed stone work and pre cast concrete articles complete all as specified and directed.

S&F MS posts and struts in fencing including cutting tops to shape, drilling holes, notching for wire & similar work conforminh to Fe- 290 Gde- 165 etc complete all as specified and directed.

S&F galvanised two strained steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixed to any type of standard rails including tying at junction etc complete all as specified and directed.

S&F GI Barbed razor type concertina coil of 610 mm dia (when unstretch) (having 15nos round per 6 metre length) running metre per coil) fixed between Y/U angle post and over barbed wire as per requirement with coil of coverage 6 running metre per coil, weight of each coil 9.50 Kg to 10 Kg hot deep galvanised and binding with and includinguding MS annealed wire 0.90 mm complete all as specified and directed. Note :- Drawing of retaining wall shall be included alongwith specification for guidance only.

B.S.S.ENTERPRISES

M/s SHIVAM CONSTRUCTIONS

Abode Artisan Enterprises

ANIL CONSTRUCTION

m/s raghubar dayal

M/S S S A ASSOCIATES

M/S GR construction compony

QUALITY CONSTRUCTIONS CO

m/s pal associates