PROVISION OF APPROACH ROAD CONNECTING EXPLOSIVE AND NON EXPLOSIVE AREA AT NAD KARANJA

Amount

Dismantling concertina coil fencing with punched tape concertina coil 600 mm dia including barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead, complete all as specified and directed by Engr-in-Charge. Note :- Measurement shall be made for the expanded length of concertina coil.

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

Demolition of precast concrete articles and precast concrete block walling built in cement mortar including all quoins, arches, pillars, etc, complete all as specified and directed by Engr-in-Charge.

Demolition of reinforced cement concrete in Roofs, floors (other than ground floors), beams, staircases, landing, chajjas and similar suspended work, complete all as specified and directed by Engr-in-Charge.

Separating, scraping and cleaning of reinforcement, all as specified and directed by Engr-in-Charge (Demolition of concrete measured separately).

Forming embankments including raising (or lowering) earth, spreading in layers not exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., not exc. 1.5m high from base, complete all as specified and directed by Engr-in-Charge.

Excavating over areas, not exc 1.5 m deep and getting out in hard dense soil, complete all as specified and directed by Engr-in-Charge.

Excavating in trenches, not exc 1.5 m wide and not exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc 10 sqm on plan and not exc 1.5 m in depth and getting out in hard dense soil, complete all as specified and directed by Engr-in-Charge.

Material and Labour for Soling (or sub base) 150 mm thick with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber, complete all as specified and directed by Engr-in-Charge.

Material and Labour for 10cm thick (compacted thickness) WBM with coarse aggregates of grading 1 (90 to 40mm size), spread, rolled and consolidated to gradient and camber required, complete all as specified and directed by Engr-in-Charge.

Material and Labour for 15cm thick (compacted thickness) WBM with coarse aggregates of grading 1 (90 to 40mm size), spread, rolled and consolidated to gradient and camber required, complete all as specified and directed by Engr-in-Charge.

Material and Labour for Applying evenly a priming/tack coat with bituminous primer at 10 kg per 10 sq metre, complete all as specified and directed by Engr-in-Charge.

Material and Labour for Preparing surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc over unsurfaced water bound macadam, complete all as specified and directed by Engr-in-Charge.

Material and Labour for Applying evenly a priming/tack coat with bituminous primer at 5 kg per 10 sq metre, complete all as specified and directed by Engr-in-Charge.

Material and Labour for Preparing surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc over black top surfaces, complete all as specified and directed by Engr-in-Charge.

Material and Labour for Premix bituminous macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less), complete all as specified and directed by Engr-in-Charge.

Material and Labour for Bituminous premix asphaltic dense concrete 40mm consolidated thickness with 5.5% binder content by weight of total mix, rolled and compacted to required camber and gradient, complete all as specified and directed by Engr-in-Charge.

Material and Labour for Machine pressed precast concrete interlocking paver block any shape and size with grey cement and no pigment confirming to IS 15658-2006 of 80 mm thickness M-40 Grade, complete all as specified and directed by Engr-in-Charge.

Material and Labour for Cement concrete PCC 1:4:8 type D2 using 40 mm graded aggregate in foundations, filling and mass concrete, complete all as specified and directed by Engr-in-Charge.

Material and Labour for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6, complete all as specified and directed by Engr-in-Charge.

Material and Labour for Pre-cast cement concrete type B1 1:2:4 (20 mm graded aggregate) block masonry with solid blocks, exc. 10 cm in width and setting in cement mortar 1:4, complete, complete all as specified and directed by Engr-in-Charge.

Material and Labour for providing cement concrete type B1 1:2:4 (20 mm graded aggregate) in copings bed block etc, complete all as specified and directed by Engr-in-Charge.

Supply and Fix for 12 mm dia Mild steel rag or lewis bolts, screwed one end, with hexagonal or square nuts and washers, the other end enlarged and jagged or lewised, not exc 30 cm long, complete all as specified and directed by Engr-in-Charge.

Material and Labour for Rendering 15 mm thick on fair faces of brick work or concrete surfaces in CM 1:4 finished even and smooth (without using extra cement), complete all as specified and directed by Engr-in-Charge.

Supply and Fix for Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment, complete all as specified and directed by Engr-in-Charge.

Supply and Fix for Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated), complete all as specified and directed by Engr-in-Charge.

Material and Labour for preparation of previously untreated or new steel surface and applying two coat of synthetic enamel paint over a coat of red oxide primer, complete all as specified and directed by Engr-in-Charge.

Material and Labour for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like not exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction, complete all as specified and directed by Engr-in-Charge.

Supply and Fix Manufacturing, supplying and fixing retro reflective Mandatory/ Regulatory sign boards of 900 mm diameter with support length of 3750 mm and made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge.

Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and including MS stud of suitable size as per manufactures instructions, complete all as specified and directed by Engr-in-Charge.

Material and Labour for Reinforced concrete pipes, 300 mm dia class NP2, laid and jointed complete with collars, complete all as specified and directed by Engr-in-Charge.

Material and Labour for Concrete bed for 300 mm pipe to drain pipes including packing under and completely surrounding pipes with concrete after they are laid and tested; in cement concrete 1:3:6 type C-2, complete all as specified and directed by Engr-in-Charge.

M/s Vishwakarma Enterprises (BID ID -3283270)

Shri Krishna Trading Corporation (BID ID -3283609)

DIGITAL SERVICES (BID ID -3283511)

EVEREST CONSTRUCTION (BID ID -3283870)

OM ENTERPRISES (BID ID -3283456)