| 1 | 1 | Removing the drain cover or set in CM and cleaning the drain including desilting the mud/debries etc and resetting the drain cover in cm (1:4) of any width of drain n exc 60cm and depth n exc 1.00m and removing the garbage out side the defence premises at the discretion of Engineer-in-Charge complete all as specified and directed by Engr-in-Charge | | 1200 | RM |
|---|
| 2 | 2 | S&F in repairs cast iron soil pipes waste and vent pipes in any length with or without ears, jointed with lead joints, fixed to wall or laid in trenches / in floors (bore of pipe 100 mm) complete all as specified and directed by Engr-in-Charge | | 40 | RM |
|---|
| 3 | 3 | S&F in repairs cast iron soil pipes waste and vent pipes in any length with or without ears, jointed with lead joints, fixed to wall or laid in trenches / in floors (bore of pipe 75 mm) complete all as specified and directed by Engr-in-Charge | | 20 | RM |
|---|
| 4 | 4 | S&F in repairs cast iron soil pipes waste and vent pipes in any length with or without ears, jointed with lead joints, fixed to wall or laid in trenches / in floors (bore of pipe 50 mm) complete all as specified and directed by Engr-in-Charge | | 20 | RM |
|---|
| 5 | 5 | Dismantling of wrought iron and CI waste pipes of any size any dia including fittings at any height complete all as specified and directed by Engr-in-Charge | | 1.5 | Qtl |
|---|
| 6 | 6 | S&F in repairs 75 mm CI bends any radius, diminishing pieces or tapers of any description complete all as directed by Engr-in-Charge. | | 3 | Each |
|---|
| 7 | 7 | S&F in repairs 100 mm CI bends any radius, diminishing pieces or tapers of any description complete all as directed by Engr-in-Charge. | | 3 | Each |
|---|
| 8 | 8 | S&F in repairs 75 mm bore Tee/branch piece single (Equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches complete all as directed by Engr-in-Charge. | | 3 | Each |
|---|
| 9 | 9 | Dimolition of Brickwork or stone/boulders masonry built in cement mortar complete all as specified and as directed by the Engr-in-charge | | 15 | Cum |
|---|
| 10 | 10 | M & L brick work with sub class 'B' bricks, straight or curved on plan exc 6 m mean radius built in cm 1 : 6 complete all as specified and as directed by Engr-in-Charge. | | 15 | Cum |
|---|
| 11 | 11 | Taking down cement plaster on Brick or concrete surfaces incl racking out joints hacking for key scrubbing down with water etc complete all as specified and directed by Engr-in-Charge | | 900 | Sqm |
|---|
| 12 | 12 | M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 and finished even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge | | 1000 | Sqm |
|---|
| 13 | 13 | M & L for 15 mm thick cement plaster in cement mortar 1:6 on stone masonry surfaces or brick surfaces other than fair face of brick work and finished even and smooth w/o using extra cement complete all as specified and directed by Engr-in-Charge | | 70 | Sqm |
|---|
| 14 | 14 | Demolition of Cement Concrete (unreinforced) in ground floor and paving n.exc 15cm thickness (below or above ground level) complete all as specified and as directed by the Engr-in-charge | | 35 | CUM |
|---|
| 15 | 15 | Plain Cement Concrete Type C2 1:3:6 (using 40 mm graded stone aggregate) in surface channels and drains complete all as specified and directed by Engr-in-Charge | | 6 | CUM |
|---|
| 16 | 16 | M/L for cement conrete 1 : 3 : 6 type C2 using 40 mm graded stone aggregate 75 mm thick as in plinth protection complete all as specified and directed by Engr-in-Charge | | 140 | Sqm |
|---|
| 17 | 17 | Plain cement Concrete Type B0 1:2:4 (using 12.5 mm graded stone aggregate) an, cills and other similar bands, plinth courses, parapets, copings, bed plates and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed by Engr-in-Charge | | 1.4 | Cu. M |
|---|
| 18 | 18 | Demolition of RCC of any description in any position not in other wise Specially provided for complete all as specified and directed by Engr-in-Charge | | 10.5 | CUM |
|---|
| 19 | 19 | M&L precast cement concrete 1:2:4 type B1 as in manhole covers set in CM 1:4 complete all as specified and as directed by Engg in charge at site. | | 2.5 | CUM |
|---|
| 20 | 20 | M&L MS TMT bars 6 to 8mm, cut to length, bent to shape required, including cranking, bend spirally for hooping for column, 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 by Engr-in-Charge | | 140 | Kg |
|---|
| 21 | 21 | S&F in repair precast factory made polycrete (SFRC) medium duty Perforated man hole covers 65 mm thick rectangle in shape upto 0.60 sqm area for main hole with at least 50 mm bearing each side complete all as specified and directed by Engineer-in-Charge. | | 100 | Sqm |
|---|
| 22 | 22 | M&L for preparing surfaces of new plaster on walls and applying two coats of cement base paint complete all as specified . Over a coat of alkali resitant primer complete all as specified and directed by Engr-in-Charge | | 700 | Sqm |
|---|
| 23 | 23 | M&L for preparation of new plastered surface of walls and applying two coats of white wash complete all as specified and directed by Engr-in-Charge | | 350 | Sqm |
|---|
| 24 | 24 | S&F CI inspection eye plates/ cover of size up to 100 mm dia as in repairs of any location including gasket and nuts etc complete all as specified and directed by Engr-in-Charge | | 20 | Each |
|---|
| 25 | 25 | Dismantling of mild steel work of any description not otherwise specially provided for complete all as specified and directed by Engr-in-Charge | | 2.5 | Qtl |
|---|
| 26 | 26 | M & L framed work such as grills, gratings etc., with ends of bars shouldered and/or riveted, or forget into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks Angle iron work for fencing and similar work conforming to Fe 410-0 or Fe 310-0 complete all as specified and directed by Engr-in-Charge | | 250 | Kg. |
|---|
| 27 | 27 | M&L for two coats of synthetic enamel paint over a coat of red oxide zinc chromate primer on newly steel surfaces of any description over 10cm width or grith, not otherwise described including preparation of surfaces complete all as specified and directed by Engr-in-Charge | | 25 | Sqm |
|---|
| 28 | 28 | Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in soft/ loose soil complete all as specified and directed by Engr-in-Charge | | 20 | Cu. M |
|---|
| 29 | 29 | All as per item No 28 but exc 1.50 mtr and not exc 3.00 mtr depth complete all as specified and directed by Engr-in-Charge | | 6 | Cum |
|---|
| 30 | 30 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soft/loose soil complete all as specified and directed by Engr-in-Charge | | 15 | Cu. M |
|---|
| 31 | 31 | Removing Excavated soils exceeding 500 M but not exceeding 1.5 KM and depositing where complete all as specified and directed by Engr-in-Charge . | | 11 | Cu. M |
|---|
| 32 | 32 | M & L for PCC 1:3:6 type C2 (using 40 mm graded stone aggregate) in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of 150 mm bore complete all as specified and directed by Engr-in-Charge | | 100 | R M |
|---|
| 33 | 33 | M & L 150 mm dia Salt Glazed stone ware drain pipes laid in trenches and jointed complete all as specified and directed by Engr-in-Charge | | 100 | R M |
|---|
| 34 | 34 | Cutting into existing manholes 150 mm dia bore for connecting new drains making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required, complete all as specified and directed by Engr-in-Charge | | 2 | Each |
|---|
| 35 | 35 | S&F in repair for galvanised 2 strand , steel barbed wire 224 mm dia barbed with 2 mm dia barbs aat 75 mm spacings and straining and fixing to any type of standard rails straining bolt, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc complete all as specified and directed by Engr-in-Charge (each line wire to be measured) | | 20 | 100RM |
|---|
| 36 | 36 | S&F in repair concertina coil fixed on angle iron frames over RCC/Brick wall including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins etc complete all as specified and directed by Engr-in-Charge | | 50 | Kg |
|---|
| 37 | 37 | Plain Cement Concrete Type C1 1:3:6 (using 20 mm graded stone aggregate) in roof kerbs, mud stops or chamfered on edges including fixing of angle iron or anuy similar work on walls complete all as specified and directed by Engr-in-Charge | | 1 | Cu. M |
|---|
| 38 | 38 | S& F PCC kerb stone of size300 x 300 x 150m rounded or chamfered on one edge including all necessery materials for fixing complete all as specified and as directed by Engr-in Charge. | | 100 | Each |
|---|
| 39 | 39 | M&L for 100 mm thick PCC 1:4:8 type D-2 using(40 mm graded aggregate) all as specified and directed by Engr-in-Charge. | | 350 | Sqm |
|---|
| 40 | 40 | Chequered cement concrete tiles30cmx30cmx25mm thick, set,jointed and pointed in neat cement slurry Over 20 mm thick screed bed in CM 1:6 complete allas specified and directed by Engr-in-Charge | | 170 | Sqm |
|---|
| 41 | 41 | M&L for Machine pressed coloured concrete inter locking paver block tiles 60mm thick grade M 35 over 20 mm thick sand cusion complete allas specified and directed by Engr-in-Charge | | 180 | Sqm |
|---|
| 42 | 42 | Dismantling floor, hearth or wall tiling or stone flooring including cement mortar bedding (but not backing), removing and rubbish off the premises complete all as specified and directed by Engr-in-Charge | | 17 | XSqm |
|---|
| 43 | 43 | M/L for 75 mm thick cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in sub base for floor finishes complete all as specified and as directed by Engr-in-Charge | | 110 | Sqm |
|---|
| 44 | 44 | M/L for 18-20 mm thick machine cut kota stone slab flooring over cement screed base laid and jointed with grewy cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing over 20 mm thick bed screed in CM 1 : 6 complete all as specified and directed by Engr-in-Charge | | 110 | Sq. M |
|---|
| 45 | 45 | S&F 16 to 18mm thick dholpur stone cladding gang saw cut with machine cut edges , uniform colour of each stone size not exceeding 0.25sqm fixe with and including making V groove at Top and bottom of stone and driling hole for hold fastener , polishing , rubbing including silicon treatment Over 10 mm thick rendering in CM 1:3 Complete alla as specified and as directed by Engr-in-Charge | | 60 | Sq. M |
|---|
| 46 | 46 | Supply and Fix 10 mm dia 100mm long stainless steel fastners fixed to stone cladding complete all as specified and directed by Engr-in-Charge | | 300 | Each |
|---|
