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| 1 | Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground in natural ground base fdn complete all as specified and directed. |
| 2 | M&L for PCC type C-2 (1:3:6), using 40 mm graded stone aggregates as in sub base, foundation filling and mass concrete complete all as specified and directed. |
| 3 | S&F for mild steel posts or 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, one coat of black bituminous paint on angle iron surface embeded in ground surface, etc. and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed. (Note:- (i) Original purchase voucher of mild steel posts or struts shall be submitted by the contractor to the Engineer-in-Charge before taking any payment. (ii) Size of angle shall be as per standard TD drawings as provided by the Engineer-in-Charge.) |
| 4 | S&F for Plain galvanised mild steel wire 4mm dia in fencing including straining and fixing to wood, concrete or steel posts and or to starining bolts including securing with and provision of galvanised iron tying wire, galvanised iron staples or steel pins, etc after dismantling of old unserviceble Plain galvanised mild steel wire complete all as specified and directed (Note:- (i) Original purchase voucher of galvanised mild steel wire 4mm dia shall be submitted by the contractor to the Engineer-in-Charge before taking any payment. (ii) Each line of wire to be measured separately) |
| 5 | S&F for mild steel Hot Dip galvanised iron chain link fencing with 3.8mm to 4mm dia wire mesh size 75 X 75 (as per sample approved by GE) after dismantling of old unserviceble chainlink fencing of any type complete all as specified and directed. (Note:- Original purchase voucher of galvanised iron chain link fencing with 3.8mm to 4mm dia wire mesh size 75 X 75 shall be submitted by the contractor to the Engineer-in-Charge before taking any payment. ) |
| 6 | S & F for factory made heavy duty RCPC precast designer drain cover slab of size 1000 mm x 450 mm x 75 mm thickness as per drawing approved by GE, made with M-35 grade RCC polymeric concrete including reinforcement of 12 mm dia TMT bars of Fe 500 grade @ 100mm c/c on both ways with proper cover , properly encased on all edges with 5 mm thick 75 mm wide MS and providing proper hooks and painted over priming coat and acrylic top coating with approved pattern, all leads & lift, handling at site etc. complete as per direction of Engineer-in-Charge. The dosages of polymer Glass Fiber @3.5% of the weight of cement, Styrene Butadiene Latex @ 1.9 % of the weight of Cement and Polyester Fiber @0.75% of the weight of cement complete all specified and as directed.(Note:- Original purchase voucher of RCPC slab shall be submitted by the contractor to the Engineer-in-Charge before taking any payment. ) |
| 7 | S&F of MS screw bolts (machine made) with hexagonal or square heads at one ends and screwed the other or screwed both ends, each screwed end to be fixing with washer and one hexagonal or square nut n exc 5cm long and dia shank 5 to 10mm etc. complete as in repair all as specified and directed. (Note:- Original purchase voucher of MS screw bolts (machine made) shall be submitted by the contractor to the Engineer-in-Charge before taking any payment. ) |
| 8 | S&F for mild steel round bars 10mm dia for securing chainlink fencing etc fixed to fencing posts complete all as specified and directed by Engineer-in-Charge as per Fe-410S or O complete after taking down old unserviceable / rusted mild steel round bar all as specified and directed. (Note:- Original purchase voucher of mild steel round bars 10mm dia shall be submitted by the contractor to the Engineer-in-Charge before taking any payment. ) |
| 9 | S&F for rolled mild steel framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc. complete, drilled for fixing of steel sheeting or other covering doors etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings and also fastening conforming to Fe-410-W Gde E-250 after taking down of old mild steel frame work of any type and any locations complete all as specified and directed. (Note:- Original purchase voucher of rolled mild steel framed work shall be submitted by the contractor to the Engineer-in-Charge before taking any payment. ) |
| 10 | M&L for preparation of new or previously untreated steel surfaces of any description, over 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. (Note:- Original purchase voucher of paint items shall be submitted by the contractor to the Engineer-in-Charge before taking any payment. ) |
| 11 | M&L for preparation of old steel or iron surfaces of any description over 10 cm width or girth not otherwise described and applying two coats of Synthetic enamel paint complete all as specified and directed.(Note:- Original purchase voucher of paint items shall be submitted by the contractor to the Engineer-in-Charge before taking any payment. ) |
| 12 | M&L for preparation of new steel surfaces of any description, n exc 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.(Note:- Original purchase voucher of paint items shall be submitted by the contractor to the Engineer-in-Charge before taking any payment. ) |
| 13 | Systematically cleaning of covered drains by removal of muddy soil/grass/vegitation etc. n exceeding 0.5m in width and 1.5 in depth by mechanical means/ manually, removing of all mud/soil deposited in drain by manually including removal of covers and refixing after cleaning also removal of mud/material etc. to a distance exceeding 100m complete all as specified and directed by Engineer-in-Charge. |
| 14 | Demolition of Brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stone-work and precast concrete articles complete all as specified and directed. |
| 15 | M&L for brick work using fly ash bricks straight or curved on plan exc 6m mean radius, built in cement mortar (1:6) complete all as specified and directed. |
| 16 | M&L for brick work using fly ash bricks straight or curved on plan to any radius in half brick thick wall, built in cement mortar (1:4) complete all as specified and directed. |
| 17 | M&L for rendering 15 mm thick on concrete/brick surface on wall in cement mortar (1:4), finished even and smooth without using extra cement complete all as specified and directed. |
| 18 | M&L for PCC (1:2:4), type B2, using 40mm graded crushed stone aggregate as in surface channel and drains after demolition of old cement concrete complete all as specified and directed |
| 19 | M&L for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, inlcuding forms, moulds, mitred/stopped ends complete all as specified and directed. |
| 20 | M&L for PCC type B-0, (1:2:4) (using 12.5mm graded crushed stone aggregate) as in coping, kerb, benching, hold fast, water troughs, bed block and the like including weathering, slightly rounded or chamfered angle and throating including necessary form work complete all as specified and directed. |
| 21 | M&L for precast RCC (1:2:4), type B-1, (Using 20mm Graded Stone Aggregate),set in Cement Mortar (1:4) as in landing, cover slab (for manholes, septic tank/soak well) including placing in position and similar work including necessary form work after demolition of cement concrete of any position and any description complete all as specified. & directed.(Note: Reinforcement shall be measured and paid separately.) |
| 22 | M&L for mild steel TMT bars10mm dia & 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.(Note:- Original purchase voucher of mild steel TMT bars10mm dia & over shall be submitted by the contractor to the Engineer-in-Charge before taking any payment. ) |
| 23 | M&L for hard core (broken stone) of gauge not exc 63mm, deposited, spread and levelled in layers not exc 15cm thick watered and well rammed to a true surface complete all as specified and directed. |
| 24 | M&L for 75mm thick PCC (1:3:6), type C-2 (using 40mm graded stone aggregates) as in sub base of floor after demolition of existing unreinforced cement concrete work n exc 15 cm thick complete all as specified and as directed. |
| 25 | M&L for Mild Steel works in Joist,channel, angle or tee section ,posts fixed indepenently conforming to Fe 410 W (Gde E -250) Quality A as in repair complete all as specified and as directed. |
| 26 | M&L for preparation of chequered/ paver block surface and cleaning surface with wire bursh/cleaning agent to remove dirt, algae, and loose material and applying two coat of water based, anti fungal, UV-resistant polyurethane and acrylic modified floor paint complete all as specified and directed by GE.(Note :- Original purchase voucher of item shall be submitted to the Engr-in- Charge before taking any payment.) |
| 27 | M&L for non skid heavy duty vitrified outdoor (designer) tiles of size 300mmx 300mmX10mm to 12mm thick as in floors etc jointed in neat cement slurry and pointed in white cement with pigment to match with the colour of tiles over 15mm thick screed in CM (1:4) after dismentling of old tiles complete all as specified and directed. |
| 28 | M&L for machine pressed precast concrete interlocking paver block of any shape and size approved by GE, ISI marked (IS:15658-2006) of 60mm thick, M-35 grade (Medium/Heavy Traffic), in paths and hardstanding,with grey cement & pigment, laid tightly over & including 50mm thick dry sand cushion (compacted) and joints filled with dry sand, colour and pattern as approved by GE after demolition/dismantling of existing unserviceable/broken precast concrete interlocking paver block complete all as specified and directed. Please Enable Macros to View BoQ information |
