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| 1 | Excavation in trenches, n.exc 1.5 mtr wide and n.exc 1.5 mtr in depth for foundationor for shafts,wells, cesspits, manholes,pier holes etc, n.exc10 sqm on planand n.exc 1.5 mtr in depth and getting out in any type of soil, complete all as specified and as directed. |
| 2 | Plain cement concrete 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) in foundation filling and mass concrete complete all as specified and directed. |
| 3 | Demolition of plain cement Concrete of any description and in any position not otherwise specificallycomplete all as specified and directed. |
| 4 | Brickwork with sub class \"B\" bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar (1:6) complete all as specified and directed. |
| 5 | Plain cement concrete (1:2:4) type B-1 (using 20 mm graded crushed stone aggregate) as in surface channels, drains and benching complete all as specified and directed |
| 6 | Plain cement concrete (1:2:4) type B-0 (using 12.5 mm graded crushed stone aggregate) as in copings etc including necessary formwork weathering slightly rounded or chamfered angles and throating complete all as specified and directed. |
| 7 | 15mm thickrendering on fair faces of brick/concrete surfaces in cement mortar 1:4, mixed with water proofing compound,and finished even and smooth withoutusing extra cement, complete all as specified andas directed. |
| 8 | Supply only integral water proofing compound. |
| 9 | M&Lfor reinforced cement concrete (1:2:4) type B-1 (using 20 mm graded crushed stone aggregate) as in manhole covers including necessary form work and set in cement mortar 1:4 complete all as specified and directed.Note: Reinforcement will be measured and paid separately. |
| 10 | Mild steel TMT bars 10mm dia and over cut to length bent to shape required including cranking bending spirally for hopping for columns,hooking ends and binding with and including MS wire (annealed) not less than 0.90 mm dia complete all as specified. |
| 11 | Concrete bed to drain pipes of bore 200mm including packing under,and haunching against the sides of pipes after they are laid and tested in cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregate including necessary shuttering and supports, complete all as specified and as directed.Note:- (i) Thickness of bed belew barrel ofpipe -10 cm. (ii) Width of bed :- outer diaof pipe plus 40 cm. |
| 12 | Concrete bed to drain pipes of bore 150mm including packing under,and haunching against the sides of pipes after they are laid and tested in cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregate including necessary shuttering and supports, complete all as specified and as directed.Note:- (i) Thickness of bed belew barrel ofpipe -10 cm. (ii) Width of bed :- outer diaof pipe plus 40 cm. |
| 13 | M &L for 150 mm bore SGSW drain pipe (Grade-A) laid in trenches and jointed in CM 1:1 and tested complete all as spd and directed |
| 14 | M & L Reinforcedconcretepipe Class NP2 laid and jointed complete with collars internal diameter 200 mmlaid in trenches andcomplete all as specified and as directed . |
| 15 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement, including forms, moulds, mitred/stopped ends etc (inner girth only measured) complete all as specified and directed |
| 16 | Returning, filling in excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in hard/densse soil complete all as specified and as directed. |
| 17 | Removing excavated soils to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed |
| 18 | Soakage wells excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M 25 concrete including intercepting chamber and screen chamber made of brick masonry in CM, RCC cover slab in M-25/ SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size 3 m dia X 4.5 m effective depth complete all as specified and directed.Note: The work shall be carried out as per TD details kept in the office of Engineer in Charge |
| 19 | Soakage wells excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M 25 concrete including intercepting chamber and screen chamber made of brick masonry in CM, RCC cover slab in M-25/ SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size 2.4 m dia X 4.5 m effective depth complete all as specified and directed.Note: The work shall be carried out as per TD details kept in the office of Engineer in Charge |
| 20 | RCC Septic tank 50 user designed to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation, RCC M-30 Design Mix in Walls , Base Slab , Baffle walls and Roof Slab including beams etc with Vent shaft , manhole openings with cover connection etc., complete with effective depth of 1.5 meter and overall depth of 3 meter complete all as specified and directed.Note: The work shall be carried out as per TD details kept in the office of Engineer in Charge. |
| 21 | M & L for LLDPE septic tank for 30 usersdesigned to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation, Vent shaft, connection etc., complete all as specified and as directed. |
| 22 | Surface excavation n.exc 30 cm deep and averaging 15 cm deep and getting out in any type of soil complete all as specified and as directed. |
| 23 | M&L Machine pressed precast concrete interlocking paver block with grey cement and pigment any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 Grade and complete all as spd and as directed . |
| 24 | Sand filling under floors or in foundations including watering and consolidation and complete all as specified and as directed. |
| 25 | Plain cement concrete (1:4:8) type D-2 using 40mm graded crushed stone aggregate as in foundation filling as mass concrete complete all as specified and as directed. |
| 26 | PCC 1:3:6 type C1 using 20 mm graded stone aggregratein roof kerbs of mud stops, rounded or chamfered on edges complete all as specified and as directed. |
| 27 | Soakage wells excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M 25 concrete including intercepting chamberand screen chamber made of brick masonry in CM, RCC cover slab in M 25/ SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size 1.80m dia X 3.0 m effective depth. complete all as specified and directed.Note: The work shall be carried out as per TD details kept in the office of Engineer in Charge. |
| 28 | M & L for LLDPE septic tank for 25 usersdesigned to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation, Vent shaft, connection etc., complete all as specified and as directed. |
| 29 | Dismantling Asbestos cement (corrugated, semicorrugated, etc.) sheets in roof coverings all as specified and as directed. |
| 30 | Pre-painted galvalumealuminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall,fixed withgalvanised 8mm dia \"J\" hook/self tapping screws all as specified and directed. |
| 31 | Pre-painted galvalumealuminum zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall,fixed withgalvanised 8mm dia \"J\" hook/self tapping screws all as specified and directed. |
| 32 | Dismantling of timber scanting of any size and shape in fmamed work 40 Sq cm and complete all as specified and as directed. |
| 33 | Mild steel work in tubular trusses , posts , purlinesincluding special shaped,notched forming holes, without any attachment including drilling, fitting, riveting and or welding or connecting with bolts and nuts (incl rivet or nut and bolts) providing and fitting angle cleats ,Gussete plates etc also for wedging plumbing, truing up and fixing complete washers etc, complete using ERW or induction butt welded tubes conforming to IS 1161 -1979 grade St-240 complete all as specified and as directed. |
| 34 | Preparing painting on steel surfaces of any description over 10cm in width or girth, on new surface over a coat of red oxide zinc primer and two coat of synthetic enameled paint complete all as specified and as directed. |
| 35 | Preparing painting on steel surfaces of any description over 10cm in width or girth, on old surface over a coat of red oxide zin primer and two coat of synthetic enameled paint complete all as specified and as directed. |
| 36 | False ceiling in repairs with everest fiber cement designer tile lvory/white paintwd (high pressure steam cured)of 4mm thickness (as per IS-14862 )of size 595X595mm and any one of the design (occeanic,lake & hill cascade or electra) in true horizontal level,suspended on interlocking power coated certa black pattern metal grid of hot dipped galvanised steel section(galvanised @12gms both side inclusive ) consisting of main T runner with suitably spaced joint to get required length and 15X32 mm made of 0.30mm sheet spaced between main T@600mm C/C from a ridge of 600X600mm and wall angle of size 15X20mm made of 0.30mm thick sheet and laying false ceiling tile in the grid including required cuttig /making opening for service like diffuser grils light suspended from ciling using GI soffit cleats fixed to existing rafters purlin etc with dash fastener GI adjustable rod of 3mm dia with galvanised butterfly level clips spaced at 1200mm c/c along main T bottom exposed width of 15mm of all T-sections shall be centre black prepainted with poiyester paint and having a load bearing capicity of 12kg/sqm and refixed all existing electric wiring and fixture complete all as specified and as directed. |
| 37 | Taking down cement or cement lime plaster skirting dado of any description from brick or stone walls /ceilings etc including raking out joints hackingfor key, scrubbing down with water ccomplete all as specified and as directed. |
| 38 | 15 mm thick renderingin CM 1:4 fair faces ofbrick work or concrete surface finished even amd fair complete all as specified and as directed. |
| 39 | 10 mm thick renderingin CM 1:6on fair faces ofbrick work or concrete surface finished even amd fair complete all as specified and as directed. |
| 40 | Preparation of new plaster surface of wallsurface and smoothening the surface with sand paper /mechanised sandingetc and appling two coat of oil bond distemper over a coat of primer complete all as specified and as directed. |
| 41 | Preparation of new plastered surfaces of walls and applying two coats of cement based paint white or tinted over a coat of chalk whitening primer coat and 1 mm thick puttycomplete all as specified and as directed. |
| 42 | Dismantling of Wall and ceiling boards (fibre, pulp, insulation, etc.) or insulation boards/slabs/ blankets, any thickness, including cover fillets. |
| 43 | Demolition of brick work/stone masonry built in cement mortar and removal of rubbish from site complete all as specified and directed. |
| 44 | Dismantling floor hearth or wall tiling including cement mortar bedding ( but not backing) removing, rubbish off the premises complete all as specified and as directed. |
| 45 | Vitrified light shade Ceramic tiles 10 mm thick (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15mm thick screed bed in CM 1:4 complete all as specified and as directed. |
| 46 | Vitrified light shade Ceramic tiles 10 mm thick (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm, in dado /skirting etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 10 mm thick screed bed in CM 1:4 complete all as specified and as directed. |
| 47 | Dismantling of existing roof treatement surface and removal from the site complete all as specified and as directed. |
| 48 | 10mm thick cement screed in cement mortar 1:3, including finishing even and smooth with out using extra cement to receive roof treatment, mixed with water proofing compound (ratio of WPC and cement - 2%) over and including a neat cement slurry @ 3 Kg/Sqm over cleaned roof surface, as in grading to RCC roof surface, including taking down existing cement plaster from top of roof, scrubbing down with water etc.any description, complete all as specified.Note -Water proofing compound shall be measured and paid separately. |
| 49 | Plain Cement concrete 40 mm thick type B-1 1:2:4 (20mm graded crushed stone aggregate) complete all as specified and as directed. |
| 50 | M & L applying evenly a tack coat of industrial bitumen 85/25 @ 1.2 Kg per Sqm over applying primer bitumen coat @0.30 kg per sqmincluding cleaning surfaces. |
| 51 | M & LAPP modified based polymeric membrane WPT minimum weighing 3kg/sqm and minimum 3mm thick reinforced with polyster non proimed surface over fabric weight not less than 150 grm per sqm ,and applying two coat of aluminium paint over APP membranecomplete all as specified and as directed. |
| 52 | Dismantling water tanks and removing to store capacity exc 500 ltr & n.exc 1000 ltrs complete all as specified and as directed. |
| 53 | M&Lfor 3 layer rotational moulded polyethylene water storage tanks white colour 1000 ltr Capacity (Cylindrical vertical with closed top) with 20 mm ball valve, epoxy coated aluminum rod, plastic ball etc, hoisted and fixed in position including tank Nipple inlet and outlet and conneting pipes all as specified in SSR Part I complete all as specified and as directed. |
| 54 | Demolition and breaking up drain pipes salt glazed ware (AC or reinforced concrete ) set in cement mortarfor 100mm internal dia (and less) of pipes complete all as specified and as directed. |
| 55 | PVC (SWR) pipes of bore 110mm single socketed in any length with rubber ring joints fixed to walls/floor with stack clamps and fixed with nut and bolts complete all as specified and as directed. |
| 56 | PVC (SWR) bends, tee with access door any radius of bore 100/ 110 mmup to 07 story bldg complete all as specified and as directed. |
| 57 | 20 mm dia gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed in repairs of dia/bore complete all as specified and as directed. |
| 58 | Taking up or down steel tubing and connections, includingcleaning for refixing or removal from site to store bore of pipe 20mm complete all as specified and as directed. |
| 59 | GI tubing medium grade of bore size 20 mm including all fixing accessoriesandlaid in ceilings or laid in floors complete all as specified and directed. |
| 60 | PCC 1:3:6 type C-1 using 20 mm graded crushed stone aggregratein roof kerbs of mud stops, rounded or chamfered on edges complete all as specified and as directed. |
| 61 | 100mm, PCC 1:3:6, type C-2 using 40mm graded crushed stone aggregate as in sub base complete all as specified and directed. |
| 62 | Hardcore of gauge not exc. 63mm, deposited, spread and levelling in layers not exc. 15 cm thick, watered and rammed to true surface with broken stone or boulder complete all as specified and directed. |
| 63 | 100 mm thick cement concretein sub base of floors type D-2, PCC 1:4:8 (40mm graded crushed stone aggregate) complete all as specified and directed. |
| 64 | M&L for half Brickwork with subclass B brick straight and curved on plan to any radius built in 1:4 cement mortar complete all as specified and directed. |
| 65 | 20 mm thick rendering in CM 1:4 in two layers of 10mm thick each using water proofing compound in top layer only including finishing the surface even and fair complete all as specified and directed. |
| 66 | Preparation new plastered surface wall and applying two coats of cement base paint over one coat of primer on wall etc complete all as specified and directed. |
| 67 | S&F in repair rigid non - metalic PVC casing caping of 25/12mm inclusive of all elbow, tees,etc complete all as per the direction of Engr-in-Charge. |
