REPAIR TO BOUNDARY WALL DRAINAGE FOOT PATH FENCING AND OTHER MISC WORK IN NORTH COMPLEX AT IMA DEHRADUN

Amount

Demolition of cement concrete of any description and in any position complete all as specified and directed.

Demolition of brick or stone masonary built in cement mortar including all quoins, arches, pillars etc complete all as specified and directed.

Demolition of reinforced cement concrete of any description and in any position complete all as specified and directed.

Taking down cement plaster on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed.

Dismantling posts or struts ( wood ,steel or RCC) any section including taking out embedded portion and making good disturbed natural ground complete all as specified and directed.

Dismantling fencing wiremesh any type and any description complete all as specified and directed.

Excavation in trenches n.exc 1.5m 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 complete all as specified and directed.

Excavation in trenches n.exc 1.5m wide and.exc 1.5m and n exs 3.00 m 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 complete all as specified and directed.

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

Removing surplus excavated soil to a distance n.exc 50 metre & depositing where directed at a level n.exc 1.5 metre above the starting point complete all as specified and directed..

PCC 1:4:8 type D-2 using 40mm graded crushed stone aggregate as in foundation filling, mass concrete and sub base of floor etc complete all as specified and directed.

PCC 1:2:4 type B1 (using 20 mm graded crushed stone aggregate) as in coping, benching, cills, PCC gola, holdfast and the like including weathering, slightly rounded or chamfered angles and throating, including necessary from work etc complete all as specified and directed.

PCC 1:3:6 type C-2 using 40mm graded crushed stone aggregate as in foundation filling, mass concrete and sub base of floor etc complete all as specified and directed.

PCC 1:3:6 type C-2 using 40mm graded crushed stone aggregate as in surface channel and drain complete all as specified and directed.

Extra for forming fair finished drain or channel 30 cm inner grith in cement concrete, using extra cement, including forms, moulds, mi-tred/stopped ends etc complete all as specified and directed

Pre-cast RCC 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in cover slabs (for manhole, drain etc) and simililar articles with plain faces including necessary form work etc, set in cement mortar 1:4 complete all as specified and directed. (Note: Reinforcement shall be measured and paid separately under respective items of BOQ)

Pre-cast RCC 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in column ,pillars, piers,posts and struts complete all as specified and directed.

100 mm thick PCC 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in hard standing / path including spike rolling or making impression of expended metals while the concreate is green complete all as specified and directed.

Forming construction joint 30 mm deep x 10 mm wide and filled with sealing compound grade A complete all as specified and directed.

Rendering 20 mm thick plaster on stone masonary surface in CM 1:6 finished even and smooth without using extra cement complete all as specified and directed

Rendering 15mm thick plaster on fair faces of brick work or concrete surface in CM 1:4 finished even and smooth without using extra cement complete all as specified and directed

Rendering 15mm thick plaster on other than fair faces of brick work or concrete surface in CM 1:6 finished even and smooth without using extra cement complete all as specified and directed

Rendering 10mm thick plaster in CM 1:4 on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement mixed with water proofing compound as per manfacturer instructions complete all as specified and directed (WPC shall be measured and paid separately)

Supply only liquid waterproofing compound complete all as specified and directed.

Brick work with sub class B bricks straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed.

Brick work with sub class B bricks straight or curved on plan exc 6m mean radius built in cement mortar (1; 4) complete all as specified and directed.

Brick work with sub class B bricks, straight or curved on plan to any radius in half brick thick walls built in CM 1:4 complete all as specified and directed.

Walling of random, rubble, stone masonary, well bonded bedded and soilidly hearted and built in cement mortar (1:6) with and including P.C.C through bond stone in cement concreate 1:3.6 type C1 using 20 mm graded stone aggregate complete all as specified and directed.

75mm PVC SWR pipe laid in wall all as specified and directed.

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 and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

Mild steel TMT bars 5 mm dia and over upto and including 10 mm dia as in stirrups, spacers and binders, 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 0.9 mm dia or securing with clips complete all as specified and directed.

Machine pressed precast coloured concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness M-35 Grade laid, jointed over and pointed in grey cement with pigment to match the shade of tile with and including 20 mm thick CM(1; 6 ) including dismantling the existing tiles complete all specified and directed.

Chequred cement concrete tile 25 cm x 25 cm x 20 -22 mm thick laid, jointed and pointed in grey cement with pigment to match the shade of tile over and including 20 mm thick CM(1; 6 ) including dismantling the existing tiles complete all specified and directed.

Non skid ceramic coloured tiles 7 to 8mm thick (Square or rectangular) area of each tile exceeding 0.06 Sqm but not exceeding 0.11 Sqm, laid in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over and including 15 mm thick screed bed or bedding layer in CM 1:6 including dismentling the existing tiles complete all as specified and directed

Glazed ceramic coloured tiles of size 300 mm x 200 mm x 7mm thick, as in vertical surfaces such as dado, skirting etc set and jointed in neat cement slurry and pointed in coloured cement to match the shade of tile over and including 10 mm thick rendering in cement mortar 1:4 finished rough including dismentling the existing tiles complete all as specified and directed

Preparing steel surfaces and treating small articles such as hold fast etc area n. exc 0.1 Sqm each and treated with tar or coal tar black paint complete all as directed.

Mild steel works as in bands, straps, hold fast, angle cleats , man hole cover rungs and similar small articles etc complete all as specified and directed.

300 mm bore, reinforced concrete pipe class NP-3 laid and jointed with collars including concrete bed haunching against the sides in PCC 1:3:6 type C-2 including demolition of existing pipe complete all as specified and directed.

150 mm bore, salt glazed stone were (SGSW) drain pipe, grade 'A', laid to slope in tranches and jointed in cement mortar 1:1 including necessary testing including demolition and breaking up drain complete all as specified and directed.

200 mm bore, salt glazed stone were (SGSW) drain pipe, grade 'A', laid to slope in tranches and jointed in cement mortar 1:1 including necessary testing including demolition and breaking up drain pipe complete all as specified and directed.

PCC 1:4 ;8 type D-2 using 40mm graded crushed stone aggregate for concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested suitable for 150mm bore of pipe complete all as directed.

PCC 1:4:8 type D-2 using 40mm graded crushed stone aggregate for concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested suitable for 200mm bore of pipe complete all as directed.

Cutting into existing manholes for connecting new drains of 150 mm internal dia of pipe, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required complete all as specified and directed.

Extra over stone walling for hammer dressing to face stone with max depression on face from straight edge held against the dressed surface not exc 40mm and dressing of face and joints as specified of random rubble walling uncoursed or brought upto coursed or lime or sand stone all as specfied and directed.

Extra over stone walling for hammer dressing to face stone with max depression on face from straight edge held against the dressed surface not exc 20mm and dressing of face and joints as specified of random rubble walling uncoursed or brought upto coursed of lime or sand stone all as specfied and directed.

Flush pointing to random rubble masonry, uncoursed or brought upto courses in CM 1:4, all as specfied and directed.

Construction of soakage well of size 2.40 M dia X 3.0M deep, excavation in any type of soil, foundation in PCC 1:3:6 type C-2, walls of honey combed and solid in M-25 (design mix) concrete, including intercepting chamber, screen chamber, brick work in CM 1:4, plaster where shown on drg shall be 12mm thick in CM 1:6, bearing plaster 15mm thick in CM 1:4, RCC cover slab In M-25, filling with brick bats of gauge 80 to 150mm complete all as specified and shown Drg TD-309 sheet 1/4 to 4/4

Construction of soakage well of size 3.00 M dia X 4.50 M deep, excavation in any type of soil, foundation in PCC 1:3:6 type C-2, walls of honey combed and solid in M-25 (design mix) concrete, including intercepting chamber, screen chamber, brick work in CM 1:4, plaster where shown on drg shall be 12mm thick in CM 1:6, bearing plaster 15mm thick in CM 1:4, RCC cover slab In M-25, filling with brick bats of gauge 80 to 150mm complete all as specified and shown Drg TD-309 sheet 1/4 to 4/4

Cleaning the sewage line up to 150mm dia by rodding manually and removing the sludge and completely cleaning by flushing with water etc complete , sludge shall be buried into ground and throwing the enough quanity of lime to stop the foul smell complete all as specified and directed.

Cleaning the sewage line over 150mm dia and upto 250mm dia by rodding manually and removing the sludge and completely cleaning by flushing with water etc complete , sludge shall be buried into ground and throwing the enough quanity of lime to stop the foul smell complete all as specified and directed. Note:(Quated Rates are including with one helper to trade man)

Dewatering of septic tank and draining out the water, and carrying away the water out side the defence land and burrying the water into the ground including throwing of required quanity of lime to stop the foul smell complete all as specified and directed.

Cleaning blockage of WC ,gully trap, floor trap etc upto Ist manhole by rodding manually and removing the sludge cleaning by flushing with water etc complete , all as per site requirement all as specified and directed.

Desludging/cleaning of septic tank /soakage well of any depth by mechanically means or by pumping and burrying the sludge into the ground pit , covering the pit with earth and finally spraying unslaked lime over the pit including throwing of required quantity of lime to stop the bad smell complete all as specified and directed. Note:-(i) cost of the pit is deemed to be included in the unit rate quoted by the tendered (ii) Rates quoted by the contractor for this item are for solid contents of sludge only (The volume of solid contents of sludge shall be calculated by reducing 50% of loose/separated quantities of sludge)

Vitreous china squatting pan, 'Orissa' pattern, size 580 x 440 mm white, with integral foot rests including replacement of 'P' or 'S' CI trap, concrete bedding and making good existing floor fixed in repair complete all as directed.

10 ltr capacity PVC low level flushing cistern, top push type with inlet ball valve, PVC handle, brackets including superiors quality PVC long bend (flush pipe) of 32mm dia, fixed in repair complete all as specified and directed.

Mild Steel work as in posts and struts in fencing including cutting tops to shape as directed drilling holes notching bfor wires etc flat iron fillets (for securing wire mesh etc) including all necessary drilling bolting and riveting etc complete all as directed.

Supply and fixing MS galvanised chain link fencing, of size 4mm dia and mesh size 100x100mm to any type of standards, rails, straining bolts etc including provision of binding mix for making fencing around the transformer/MES Installation complete all as specified and directed

Galvanized 2 strand steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails straining bolts including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins etc fixed in repair complete all as specified and directed. (Each line wire to be measured)

Restaining, resecuring of galvanized 2 strand steel barbed wire with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails straining boths, including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins etc including making good staples etc complete all as specified and directed. (Each line wire to be measured)

Mild steel round 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 and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

Mild Steel screw bolts 5 to 10 mm dia (machine made ) with hexagonal or squre head at one end and screwed the other or screwed both ends to be fitted with washers and one hexagonal or squre nuts exc 5 cm but n exc 10 cm long complete all as specified and directed.

Preparation of new steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as directed.

M/S RAJESH KUMAR GOYAL

M/s caspur construction company

Aggrawal Builders and Furnishers

Alankar Traders

Bhanu Prakash

ARUN ENTERPRISES

M/s Anil Kumar