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| 1 | Excavation in trenches in soft/loose soil not exceeding 1.50 Mtr wide and not exceeding 1.50 Mtr in depth and getting out in soft/loose soil complete all as specified and directed Engineer-in-Charge |
| 2 | All as per Serial items No.1 above herein before but exceeding 1.5 Mtr and not exceeding 3.00 Mtr depthNote :- The rate quoted should include provision of oxygen cylinder , safety belts and helmet in case of deep earth work as and when necessary. |
| 3 | Demolition by breaking up drain pipes salt glazed stone ware pipe, AC or reinforced concrete of internal dia 150/200/300 mm dia jointed in cement mortar and taking out of from trenches removing the debries from site complete all as specified and directed by Engineer-in-Charge |
| 4 | M&L for Reinforced concrete pipes of 150mm dia, class NP3, laid and jointed complete with collars and jointed complete in cement mortar (1:1) complete all as specified and directed by Engr-in-charge. |
| 5 | M&L for Reinforced concrete pipes of 200 mm dia, class NP3, laid and jointed complete with collars and jointed complete in cement mortar (1:1) complete all as specified and directed by Engr-in-charge. |
| 6 | M&L for Reinforced concrete pipes of 300 mm dia, class NP3, laid and jointed complete with collars and jointed complete in cement mortar (1:1) complete all as specified and directed by Engr-in-charge. |
| 7 | M&L for concrete bed type D-2 1:4:8 using 40mm stone agg) to drain pipes of any size and of any dia complete. |
| 8 | Returning and filling incl spreading, levelling, water and well ramming in layers not exceeding 25cm thick complete all as specified and directed Engr-in-charge |
| 9 | Removal of excavated material n. exc 50 M and depositing where directed at a level not exc 1.5 M above the starting point complete all as specified and directed by Engineer-in-Charge |
| 10 | Demolition of Brickwork of stone/boulder masonry, build in cement mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework and precast concrete articles |
| 11 | M&L for Brick work using Sub Class \\"B\\" brick straight or curved on plan not exceeding 6 Mtr means radius built in CM 1:4 complete all specified and directed by Engineer-in-Charge |
| 12 | All as per item no 11 but using old Bricks |
| 13 | Taking down cement plaster on brick walls built in cement mortar including raking out joints and concrete surfaces as in wall or ceiling etc. including hacking for key, scrubbing down with water etc complete all as specified and directed. |
| 14 | M&L for Cement plaster 15mm thick on fair faces of brick wk in cement mortar 1:4 and finished even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge |
| 15 | M&L for preparing new surfaces of wall and applying two coat of cement base paint complete all as specified and directed. |
| 16 | M&L for Cement concrete (1:2:4) type B-1 using 20mm graded machnically crushed stone agg as in benching of manholes, coping plinth course bands stops etc incl necessary form works complete all specified and directed by Engineer-in-Charges |
| 17 | M&L for PCC (1:4:8) type D-2 (using 40mm graded mechanically crushed stone aggregate) as in foundation of manholes, sub base etc complete all as specified and directed |
| 18 | M&L for Cement concrete 1:3:6 type C-2(using 40mm graded stone aggregate) in surface channels and drains complete all as specified |
| 19 | 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. |
| 20 | Cutting into existing manholes for connecting new drains making good to pipe and rendering cutting out existing benching for and formingbranch channel (1/2 round or 3/4section) in cement concrete 1:2:4 mix type B-1smooth finished and reforming benching as required of any size of dia of pipe. |
| 21 | M&L for PVC 'P' or 'S' trap suitable for 100mm bore pipe, including jointing with run lead at one end, fixed as in repairs complete all as specified and directed. |
| 22 | M&L for Vitreous china squatting pan of Orissa patten size 580 x 440 white with (C I 'P' trap long size) joint run and lead front or back inlet with integral footrest including connection to trap and to flushing pipe,anti-syphonage pipe, etc, fixed in repair complete and making good to floor in CM 1:3 all as directed and specified. |
| 23 | S&F in repair Vitreous China wash down pedestal pattern EWC, white water closet pan with intergral trap including seat cover ,making necessary connections to drain and to flushing pipe antisyphonage pipe etc, jointing to UPVC/PVC/CI and flush pipe including making good to floor complete all as specified and directed. |
| 24 | S&F in repair 10 Ltr capacity PVC valve less syphonic action type flushing cistern low level white incl ball valve flat and handle incl brackets flush pipe of polyethylene low or high density of PVC 32 mm dia and PVC connection all as specifiedMake : Cera (Conventional with built in jet) or equivalent from Parryware/Hindware as approved by AO |
| 25 | Dismantling of cast iron or reinforced concrete drain pipes, jointed in cement mortar and taking out of trenches, if required |
| 26 | S& F for UPVC SWR pipe (Sch 80) of 110mm bore fixed to walls complete all as specified and directed |
| 27 | S& F for UPVC SWR pipe (Sch 80) of 110mm bore laid in trenches or in floors complete all as specified and directed |
| 28 | S& F for UPVC SWR pipe (Sch 80) of 75mm bore fixed to walls complete all as specified and directed |
| 29 | S&F UPVC (SWR)110mm junction single, (Single T) equal or unequal |
| 30 | S&F UPVC (SWR) junction double,(double T), equal or unequal with access door for 110 mm bore complete all as specified and directed by Engineer in Charge. |
| 31 | S&F UPVC cowl 100 mm dia. |
| 32 | S&F UPVC cowl 75 mm dia. |
| 33 | S&F for UPVC (SWR) bends with access door 110 mm dia complete all as specified and as directed. |
| 34 | S&F for UPVC (SWR) bends with access door 75 mm dia complete all as specified and as directed. |
| 35 | S&F UPVC (SWR) branch piece single or double 'Y' equal or unequal with access door 110 mm dia complete all as specified and as directed. |
| 36 | S&F UPVC (SWR) plain bend 110 mm dia complete all as specified and as directed. |
| 37 | Demolition of cement concrete of any description and in any position not otherwise specifically provided complete. |
| 38 | M&L for 25mm thick cement concrete 1:2:4 type B-1 (using 20mm graded stone agg) as in sub base of flooring complete. |
| 39 | Dismantling, floor, hearth or wall tiling including CM(bedding (but not backing), removing serviceable tiles to store & rubbish off the premises |
| 40 | M&L for ceramic glossy finish, joint free premium quality coloured tiles 600 X 300 mm and 7-8 mm thick, in any pattern of light & dark/highlighters tiles etc as approved, on vertical surfaces such as in skirting/dado etc, set and jointed in cement slurry over & including 10 mm thick rendering in cement mortar (1:4) and pointed in white cement with pigment to match the colour of tiles complete all as specified and directed. |
| 41 | M&L for non skid ceramic tiles 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match the tiles and over and including 15mm thick screed bed in CM 1:4 complete all as specified and directed. |
| 42 | M&L for non skid ceramic tiles 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match the tiles and over and including 15mm thick screed bed in CM 1:4 complete all as specified and directed. |
| 43 | S&F holder battern clamp 100 mm dia of 50mm by 5mm flat iron and 16mm dia round iron stays. Including bolts and nuts and securing ends of stays to wall or roof |
| 44 | S&F 110mm PVC (SWR) pipes single socketed, in any lenth with rubber ring joints, laid in trenches or in floors complete. |
| 45 | S&F in repairs 100mm bore PVC (SWR) floor trap plain with grating including jointing with solvent cement complete all as specified and as directed. |
| 46 | S&F PVC (SWR) plain bend 110 mm dia complete all as specified and as directed. |
| 47 | S&F PVC (SWR) plain bend 75 mm dia complete all as specified and as directed. |
| 48 | S&F for PVC (SWR) bends with access door 110 mm dia complete all as specified and as directed. |
| 49 | S&F for PVC (SWR) bends with access door 75 mm dia complete all as specified and as directed. |
| 50 | S&F PVC (SWR) branch piece single or double 'Y' equal or unequal with access door 110 mm dia complete all as specified and as directed. |
| 51 | S&F PVC (SWR) branch piece single or double 'Y' equal or unequal with access door 75 mm dia complete all as specified and as directed. |
| 52 | S&F PVC (SWR) vent cowl 110 mm dia complete all as specified and as directed. |
| 53 | S&F PVC (SWR) vent cowl 75 mm dia complete all as specified and as directed. |
| 54 | S&F salt glazed stone ware gully traps, type 150 x 150mm size , square or roundmouthed, type 'P' or 'S' fixed in repair complete all as directed and specified. |
| 55 | Cleaning of under ground sewage network in each month including manholes obstruction free by removing sludge and any type of blockage in any kind of manhole or lines including removing blockage inside the building from EWC/WC/floor trap/gully trap etc in old cantt area by deploying adequate manpower and suitable T&P so as to avoid damage to the line/structure complete all as specified and as directed.NOTE :-(i) Contractor's supervisor will report on all working days along with two safai wala at 0830 hrs at AGE B/R-II to receive complaints for blockage and to submit completion report on the same day by 1700 hrs.(ii) Printed complaint slip area wise as per format approved by Engineer-in-Charge shall be provided and maintained by contractor.(iii) Rate quoted above shall be deemed to incl the cost of T&P, equipment, saftey device etc alongwith sufficient labour to full fill the requirement to the entire satisfaction of Engineer-in-charge.(iv) if threre is any major blockage in sewer line/septic tank for which additional Safaiwalas and special T&P is required same shall be provided by contractor without any extra cost to Govt. therefore contractor is adviced to visit the site before quoting the rates in tender.(v) In the event he fails to attend the complaint recovery @ Rs. 1000 per day shall be effected from the amount due to the contractor. |
| 56 | Cleaning the sewage sump wells, septic tanks, manholes of any dia depth and in any location etc by taking out complete sludge water and solids mechanically by HCV mounted suction discharge machine having flow back facility with sludge tank of adequate capacity removing & disposing the entire retrieved material to a distance not exceeding 1000 meter outside the periphery of defence land and covering the entire sludge with local earth complete all as directed by the engineer-in-charge.Note : Depth of sludge in the pit shall be measured from the bottom of pit to the existing water/effluent lever prior to ordering the cleaning in the presence of EIC. |
| 57 | M&L for cement concrete 1:3:6 type C-2 (using 40mm graded stone agg) as in sub base of path or hard standing complete all as specified and as directed. |
| 58 | M&L machine pressed rubber moulded ISI marked precast cement concrete interlocking paver block any shape and size and of with grey cement and pigment tiles confirming to IS-15658-2006 of 60mm thickness M-35 grade and including filling of interstices with fine sand complete all as specified. |
| 59 | M&L machine pressed rubber moulded ISI marked precast cement concrete interlocking paver block any shape and size and of with grey cement and no pigment tiles confirming to IS-15658-2006 of 60mm thickness M-35 grade and including filling of interstices with fine sand complete all as specified. |
| 60 | M&L for 25 mm sand cushion under paving block including watering and consolidation for interlocking tiles all as specified. |
| 61 | M&L for rubber moulded coloured chequered tiles 30cm x 30cm x 22mm thcik with grey cement and pigment, set jointed and pointed in neat cement slurry as in floor/path including and over 20 mm thick screed bed in CM 1:4 complete all as specified and directed. |
| 62 | Demolition of reinforced cement concrete of any description and in any position complete all as specified |
| 63 | M&L Pre-cast reinforced cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate in manhole cover/slabs and placing in position including necessary form work in CM 1:6 including demolition of cover slabs (reinforced) in any position and of any description complete all as specified and directed by the Engr-in-Charge. |
| 64 | M & L TMT bars 8mm dia and over cut to length bent to shape required incl cracking bending, spirally, hoocking ends and binding with mild steel wire not less then 0.9mm dia (annealed) complete all as specified and directed by Engr-In-Charge |
| 65 | M&L for reinforced cement concrete type B1 , 1:2:4 (using 20mm graded stone agg) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete. |
| 66 | M & L for Form work to face of suspended slab such as roof slab, floor slab, landings and simular work not exceeding 150mm thick (horizontal or slooping) complete |
| 67 | Formwork to edges of concrete flats, treads breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n.exc 20 ccm wide and sides of RCC/PCC banks in walls, horizontal or sloping and similar work exc 10 cm but n.exc 20 cm wide. |
| 68 | Cleaning of SWG/RCC Sewage line of 100 to 150mm bore dia of pipe of foul condition by rodding the drain/sewage line using flexible rod/suitable device or by any other means for removing blockage from sewar line,mud,silt and any other debries obtained from sewage line with water to remove blockage and cleaning the entire rubbish, sludge etc and burrying the material obtained from sewage line including all precautionery and sefaty measures etc complete all as specified and directed. |
| 69 | Cleaning of SWG/RCC Sewage line of 200 to 300mm bore dia of pipe of foul condition by rodding the drain/sewage line using flexible rod/suitable device or by any other means for removing blockage from sewar line,mud,silt and any other debries obtained from sewage line with water to remove blockage and cleaning the entire rubbish, sludge etc and burrying the material obtained from sewage line including all precautionery and sefaty measures etc complete all as specified and directed. |
| 70 | Cutting out of shrubs, kerbs & small plants of steam girth n.exc 30CM measured 1M above average ground level including cutting of grass & removing the unserviciable material like branches, leaves, grass & garbage to clear the alignment of existing sewage/drainage line to make site workable condition & making good the disturbed ground complete all as directed by Engineer-in-Charge |
| 71 | M & L coloured winter/solid rock tiles 250x 250 x 22mm thick,made of grey cement set and jointed in neat cement slurry as in floors to match the shade over screed bed or bedding layer or mortar 20 mm thick in cement mortar 1:4 for laying floor finished, complete all as spcified and directed. |
| 72 | M&L for 150mm Inner dia DWCPE (SN8) as per IS -16098 (part-III) drain pipes laid in trenches on moorum bed including jointing and testing complete all as specified and directed by Engineer-in-charge.Note : Moorum shall be measured separately Make- Kamboj Polythene Ltd Ludhiana, Aspra Industries Delhi, Rex polyextrusion limited/Dura line/Alom poly Extrusions Ltd/Jain Irrigation. |
| 73 | M&L for 200mm Inner dia DWCPE (SN8) as per IS -16098 (part-III) drain pipes laid in trenches on moorum bed including jointing and testing complete all as specified and directed by Engineer-in-charge.Note : Moorum shall be measured separately Make- Kamboj Polythene Ltd Ludhiana, Aspra Industries Delhi, Rex polyextrusion limited/Dura line/Alom poly Extrusions Ltd/Jain Irrigation. |
| 74 | M&L for 100mm Inner dia DWCPE (SN8) as per IS -16098 (part-III) drain pipes laid in trenches on moorum bed including jointing and testing complete all as specified and directed by Engineer-in-charge. Make- Kamboj Polythene Ltd Ludhiana, Aspra Industries Delhi, Rex polyextrusion limited/Dura line/Alom poly Extrusions Ltd/Jain Irrigation. |
| 75 | Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick spread, levelled and rammed including watering |
| 76 | M&L for factory made precast perforated drain cover slab RCC (1:2:4), type B1 using 20mm graded crushed stone aggregate and incluidng placing & set in CM 1:6, complete, (Size of cover 0.60x0.60m) and 75mm thick all as specified |
| 77 | M&L for factory made precast perforated drain cover slab RCC (1:2:4), type B1 using 20mm graded crushed stone aggregate and incluidng placing & set in CM 1:6, complete, (Size of cover 0.60x0.75m) and 75mm thick all as specified |
| 78 | M&L for factory made precast perforated drain cover slab RCC (1:2:4), type B1 using 20mm graded crushed stone aggregate and incluidng placing & set in CM 1:6, complete, (Size of cover 0.60x1.00m) and 75mm thick all as specified |
| 79 | M&L for winter/Rockard/400x400x20mm thick factory made coloured designer polished floor tiles (Ultra pattern) flooring laid over & including 20mm thick screed bed in cement mortar 1:4 complete all as specified and directed . Note: Sample shall be got approved from GE before commencement of work |
| 80 | M & L for Artificer Granite (of any type) 12-15mm thick machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including cutting and polishing types over 10mm thick screed bed in CM 1:4 and jointed in neat cement slurry and pointed in white or coloured cement to match complete. incl taking down of existing plaster/tiles/granite |
| 81 | M&L for brick work with sub class 'B' bricks in one brick thick honey comb walling, built in CM 1:4 complete. Please Enable Macros to View BoQ information |
