REPAIRS TO TRAVERSE WALL BLAST PENS AND ASSOCIATED WORKS INCL EARTH FILLING ON BLAST PENS AND COMPOUND WALL HARD STANDING AND APPROACH PATHS IN TECH AREA AT AF STN BHUJ

Amount

Rough excavation n exc 1.5m deep and getting out in any type of soil.

Removal of excavated soil to a distance exc 1.5Km and n exc 5Km and depositing where directed complete all as specified and directed.

Forming embankments including raising earth (solids), spreading in layers n exc. 30cm thick; watering ramming/ rolling and finishing to required size, shape, etc., n exc 1.5m high from base; including. (Note – Preamble no 3.6 of SSR Pt-I shall be applied for deduction from filling to achieve final volume for payment).

All as per item No-3 above but exc 1.5m and n. exc 3m high from base

All as per item No-3 above but exc 13m and n. exc 4.5m high from base

All as per item No-3 above but exc 4.5m and n. exc 6m high from base

All as per item No-3 above but exc 6m and n. exc 7.5m high from base

Demolition of cement concrete any description and any thickness , any position complete all as specified.

M&L100 mm thick for PCC 1:2:4 type B2 (using 20mm graded aggregate) as in path/ hard standing and mass concrete complete all as specified.

M&L100 mm thick for PCC 1:4:8 type D2 (using 40mm graded aggregate) as in path/ hard standing concrete complete all as specified.

Forming contraction (Dummy) joints 65mm X 10mm wide, filled with sealing compound Gde 'B' for key scrubbing down with water etc.

Taking down cement plaster on brick or stone walls etc including raking out joints hacking for key scrubbing down with water etc.

Rendering 15mm thick in CM (1:4) on block masonry surfaces finished even and smooth without using extra cement.

M&L for preparation of new or previously untreated concrete or PCC block masonry external surfaces and applying two coats of exterior emulsion paint (in camouflage pattern as approved by the GE) over a coat of primer all as specified and directed by EIC.

M&L for surface dressing n.exc 15cm deep in soft/ loose soil including cleaning away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots and trees n.exc 30cm grith and removing rubbish upto a distance of 50m outside the periphery of the area complete.

Forming embankments including raising earth (solids), spreading in layers n.exc 30cm thick; watering, ramming/ rolling and finishing to required size, shape, etc., exc 1.5m but n.exc 7.0m high from base of firing range and including mixing saw dust in given ratio. (Note- Preamble No. 3.6 of SSR Pt-I shall be applied for deduction from filling to achieve final volume of payment). (Note- Supply only saw dust will be measured and paid separately)

Supply only saw dust (wastage of wooden saw factory) complete all as directed by EIC. (Weight of saw dust bag is not less than 10.0 Kg/bag)

Taking out soil settled in bed of drain (moving target area) by means of excavation including removing grass, small bushes, shrubs etc and removing the excavated materials to a distance exc 50m but n.exc 100m and deposited were directed.

S&F for MS framed work by fabrication such as grills, gratings, etc, with ends of bars shouldered and/ or riveted, or forged into spike, framed guard bars, barred iron doors, ladders, framed balusters, walk ways railing framed of water tanks etc including portions framed and hung as gated including pintle hinges, stops, handmade sliding bolts etc conforming to Fe-290, Gde-E-165, complete all as specified and directed.

S&F in repairs 4.0mm dia plain mild steel wire, galvanized class 3, in fencing including straining and fixing to wood, concrete or steel posts and/ or to straining bolts, including securing with and provision of galvanized iron tying wire, galvanized iron staples or steel pins, etc. as directed (each line of wire to be measured) complete all as specified.

M&L for preparation of new or previously untreated steel surfaces of any description, not otherwise described, exc 10cm in width or girth and applying two coat of synthetic enamel paint (in camouflage pattern) over one coat of red oxide primer on new steel surfaces all as specified.

Demolition of Block masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete block masonry complete all as specified.

M & L Precast Concrete Block masonry type D-2 (1:5:8 ) EXC 10CM width set CM 1:6 (20MM graded aggregate complete all specified and directed

M & L Providing cement concrete type C-1 (1:3:6) (using 20mm graded aggregate) in roof kerbs or mud stops, rounded or chamfered on edges, Copings etc complete all as specified and directed.

Demolition of cement concrete (reinforced) of any description and in any position not other wise specifically provided for and removing debris outside the MD land.

M&L for providing precast reinforced cement concrete of type B1 (1:2:4) (using 20 mm graded stone aggregate) as in cover for drain set in cement mortar (1:4)

M&L for TMT bars 10mm dia and over cut to length bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.9mm dia.

M&L for TMT bars 6 mm to 8 mm dia and over cut to length bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.9mm dia.

M&L for PCC 1:3:6 type C2 as in foundation, filling and mass concrete.

M&L for PCC 1:2:4 type C2 as in surface channel & drain as specified.

M&L for cement concete type B-1,1:2:4 mix (using 20 mm grade aggregate) as in copings (drain) including necessary form work complete.

Supply only integral water proofing compound

Demolition and breaking up drain pipes (Reinforced concrete ) set in cement mortar internal dia of pipe 300 mm

M&L for 300 mm dia reinforced concrete pipes, class NP-2, laid and jointed complete with collars

M&L for 450 mm dia reinforced concrete pipes, class NP-2, laid and jointed complete with collars

M&L for 600 mm dia reinforced concrete pipes, class NP-2, laid and jointed complete with collars

M&L for concrete beded 1:3:6 type C2 to drain pipes including pacing under and completely surrounding of pipes after they are laid and tested.

S & F for MS purpose made but hinges conforming to Fe-290, Gde-E-165 suitable for fixing to stone/concrete, door and window frames including fabrication work etc complete all as specified.

M & L Chequered cement concrete tiles 20cm x 20cm x 25mm thick, set, jointed and pointed in neat cement with grey cement and no pigment in slurry in floors complete all specified and directed

M & L Screed bed 20mm thick set in CM (1:4) as in floor complete all as specified

M & L Machine pressed precast concrete interlocking paver block with grey cement no pigment in any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade complte all as specified and directed

M & L Sand filling under floors or in foundations including watering and consolidation complete all as specified directed

M&L75 mm thick for PCC 1:3:6 type C2 (using 20mm graded aggregate) as in path/ hard standing/base of Interlocking tiles, Checured tiles etc complete all as specified.

Excavating over areas, n exc 1.5m deep and getting out in hard/dense soil

M&L for RCC (Nominal Mix) Type B1 1:2:4 (20 mm graded aggregate) as in Column etc complete all as specified

M&L for formwork to sides of pillars, posts, sturts, piers, columns and stanchions square, rectangular or polygonal finished even and fair.

Returning, fillining in, including, spreading levelling watering and well ramming in layers n.exc 25cm

Removing excavated meterial to a distance n.exc 250m & depositing where directed at a level n.exc 1.5m above the starting point.

Khodiyar Construction

GOPI CONSTRUCTION

Sanjay Enterprise

ASHAPURA CONTRACTOR

Ahmed B Khatri

GPR Construction Co.

M/s Bombay Novelty Stores

Bhavik Construction