REPAIRS TO DRAIN, BOUNDARY WALL AND FENCING IN THE AREA UNDER GE(N) AHMEDNAGAR

Amount

Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and getting out in soft/loose soil etc , complete all as specified and directed by Engineer-in-Charge.

Excavating in trenches for manhole, n exc 1.5 m wide and exc 1.5m in depth but n exc 3 m; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and getting out hard dense soil etc , complete all as specified and directed by Engineer-in-Charge.

Demolition of cement concrete (unreinforced) of any description in any position from the foundation of manhole including benching etc , complete all as specified and directed by Engineer-in-Charge.

Demolition of cement concrete (reinforced) of any description in any position from the foundation of manhole including benching etc , complete all as specified and directed by Engineer-in-Charge.

Demolition and breaking up drain pipes 150 mm dia (salt glazed ware AC or Reinforced concrete) set in cement mortar etc , complete all as specified and directed by Engineer-in-Charge.

All as per Sr item 5 but for 200 mm bore pipe etc , complete all as specified and directed by Engineer-in-Charge. .

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm etc , complete all as specified and directed by Engineer-in-Charge.

Removing excavated material n exc. 50 m and depositing where directed at a level n exc. 1.5 m above the starting point etc , complete all as specified and directed by Engineer-in-Charge.

Material and labour for 150 mm bore reinforced cement concrete pipe, type NP-2, haunching against the sides of pipe in PCC 1:4:8 type D-2 using 40 mm graded mechanically crushed stone aggregate and making necessary connection after cutting into existing sewer line/ manhole to make it functional complete all as specified as following: Note: (i) Cutting into existing sewer line / manhole shall be measured and paid separately. (ii) Excavation and earthwork shall be measured and paid separately.

Same as per Item Sr No.9 above but for 200 mm

Same as per Item Sr No.9 above but for 300 mm

Material and labour for precast cement concrete 1:2:4 type B-1 using 20 mm graded mechanically crushed stone aggregate as cover slabs for manhole including necessary formwork and making holes 25 mm dia @150 mm centre to centre set and jointed in cement mortar 1:6 etc , complete all as specified and directed by Engineer-in-Charge.

Material and labour for Plain Cement Concrete Type B0 1:3:6 type C-2 using 20 mm graded mechanically crushed stone aggregate as in surface channel & drain etc , complete all as specified and directed by Engineer-in-Charge.

Material and labour Cement concrete for manhole in surface channels and drains type D-2 1:4:8 ( using 40 mm graded stone aggregate) etc , complete all as specified and directed by Engineer-in-Charge.

Material and labour for plain cement concrete in PCC 1:4:8 type D2 using 40 mm graded aggregates in foundation filling and mass concrete or similar work etc , complete all as specified and directed by Engineer-in-Charge.

Demolition of brick work or stone/ boulder masonry, built in cement mortar or cement lime mortar including all quoins, pillars etc , complete all as specified and directed by Engineer-in-Charge.

Material & Labour for brick work with fly ash bricks, straight or curved on plan exceeding 6 M mean radius built in cement mortar 1:6 etc , complete all as specified and directed by Engineer-in-Charge.

Material and labour for 15 mm thick rendering on fair faces of brick or concrete surfaces in cement mortar 1:6 with finished even and fair with out using extra cement etc , complete all as specified and directed by Engineer-in-Charge.

Material and labour for 10 mm thick rendering on fair faces of brick or concrete surfaces in cement mortar 1:4 with finished even and fair with out using extra cement with and including water proofing compound @3% by weight of cement etc , complete all as specified and directed by Engineer-in-Charge. NOTE- Supply only integral water proofing compound shall be measured and aid separately

Supply only integral water proofing compound confirming to IS- 2645-1975 etc , complete all as specified and directed by Engineer-in-Charge.

Mild steel TMT bars 5 mm dia., and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips etc , complete all as specified and directed by Engineer-in-Charge.

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

Extra for forming fair finished drain or channel not exceeding 30 cm inner girth in cement concrete with using extra cement including forms, moulds, mitred / stopped ends etc , complete all as specified and directed by Engineer-in-Charge.

Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground etc , complete all as specified and directed by Engineer-in-Charge.

Dismantling fencing wire mesh, any type etc , complete all as specified and directed by Engineer-in-Charge.

Dismantling wrought iron or mild steel work of any description not otherwise provided etc , complete all as specified and directed by Engineer-in-Charge.

Material and labour for Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, in soft and loose soil returning, filling in and ramming earth or broken rubble mixed with earth around, removing surplus material n.exc 50 mtr and making good disturbed surface etc , complete all as specified and directed by Engineer-in-Charge.

Supply and fix Mild steel angle iron for posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc.,and similar work conforming to Fe-290 Gde E-165 etc complete all as specified and directed by Engineer-in-Charge.

Supply and fix Mild steel bolts 10mm dia and 65 mm long purpose made with hexagonal or square head one end and screwed the other, or screwed both ends; each screwed end to be fitted with washers and one hexagonal or square nut etc , complete all as specified and directed by Engineer-in-Charge.

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire etc , complete all as specified and directed by Engineer-in-Charge.

Supply only chain link fencing made cut from GI wire 10 gauge and 50 mm aperture weight not less than 3 kg / Sqm etc , complete all as specified and directed by Engineer-in-Charge.

Supply and fix 10 mm dia mild steel round bars to tighten chain link fencing including necessary hooking binding cutting etc , complete all as specified and directed by Engineer-in-Charge.

Material and labour for flat iron 40 x 6 mm cut to required length including drilling holes for fixing of nut and bolts to hold chain link fencing etc , complete all as specified and directed by Engineer-in-Charge.

Supply and fix mild steel Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work con- forming to Fe.290.Gde-E-165 etc , complete all as specified and directed by Engineer-in-Charge.

Material and labour for two coats of synthetic enamel paint over a coat of red oxide primer for new / old steel surfaces of any description exc 10 cm width or girth including preparation of surfaces etc , complete all as specified and directed by Engineer-in-Charge.

Material and labour for two coats of synthetic enamel paint over a coat of red oxide primer for new / old steel surfaces of any description n.exc 10cm in width or girth when unconnected with other painting or when painted in a different tint including preparation of surfaces etc , complete all as specified and directed by Engineer-in-Charge.

Ms. M.D. Auty

M/s. N D Karande

M/S. YADAV ENTERPRISES

OM SAI ASSOCIATES

M/s A G Gund

M/S VISHWAJEET SHANKARRAO KULKARNI

M/s. A P INFRA

M/S. AMERHAMZA GULAB SHAIKH

R. T. Saluji

M/s. Nida Group