SPL REPAIR TO 400 MTRS OF SEWAGE PIPE LINE ALONG WITH CONSTN OF 08 MANHOLES AT 57 ENGR REGT AND SR TO EXISTING SEWAGE LINE SEPTIC TANK SOAKAGE WELL AND MANHOLE WITH COVER AT 153 GH UNDER GE 865 EWS AT LEH

Amount

Excavating in trenches, n. exc 1.50 m wide and not exc 1.50 m in depth, for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, for laying cables/pipes, etc at any plan area as an hard/dense soil and getting out, complete all as specified and as directed by Engineer-in-charge.

Excavation over areas not exc 1.50 mtr deep and getting out manually or machanically for soakage well septic tank etc as in hard and dense soil complete all as specified and directed by Engr-in-Charge.

Excavation over areas exc 1.50 mtr deep and not exc 3.00 mtr deep and getting out manually or machanically for soakage well septic tank etc as in hard and dense soil complete all as specified and directed by Engr-in-Charge.

Excavating in trenches, exc 1.50 m wide and not exc 3.00 m in depth, for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, for laying cables/pipes, etc. at any plan area as in hard/dense soil and getting out, complete all as specified and as directed by Engineer-in-charge.

Returning filling in (soil) including spreading, levelling, watering and well ramming in layers n.exc 25cm thick in any type of soil complete all as specifed and as directed by Engineer-in-Charge.

Removal of excavated material (soil) to a distance not exc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specifed and as directed by Engineer-in-Charge.

M&L for Plain cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregates as in sub base, foundation, filling and mass concrete, complete all as specified and as directed by Engineer-in-Charge.

Material and labour for Concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 for 150 mm bore pipes complete all as specified and directed.

Material and labour for Concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 for 200 mm bore pipes complete all as specified and directed.

S&F 150 mm dia bore (inner dia) double wall corrugated HDPE pipe (SN 8) in any length including all fittings and jointing with eastomeric rubber link and cuppler/other jointing materials laid in trenches or in floor all as specified and directed . Make : ALOMK/GEMNI/REX or equivalant make in PS.

S&F 200 mm dia bore (inner dia) double wall corrugated HDPE pipe (SN 8) in any length including all fittings and jointing with eastomeric rubber link and cuppler/other jointing materials laid in trenches or in floor all as specified and directed . Make : ALOMK/GEMNI/REX or equivalant make in PS.

Demolition of precast concrete block/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 by Engineer-in-Charge.

M&L for pre cast cement concrete block masonary (except blocks) of 1:3:6, type C-1 (using 20 mm graded crushed stone aggregate) with soild blocks, using old concrete blocks obtained from the demolition, exc.10cm in width, set and jointed in cement mortor 1:6 complete all as spd and directed.

M&L for PCC 1:2:4 type B-1 (using 20 mm crushed stone aggregate) as in coping, benching etc including necessary weathering, throating, surface of channels and drains etc and including form work if necessary complete all as specified and directed.

Taking down cement or cement lime plaster, any description on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water etc, including cutting of trees, shrubs or any type of vegitation upto and including roots complete all as specified and directed by Engineer-in-Charge.

M&L for rendering 15mm thick rendering in cement mortar 1:4 on fair faces of brick walls or on concrete surfaces, finished even and smooth without using extra cement complete all as specified and as directed by Engr-in-Charge.

M&L for TMT mild steel bars, 10mm dia and over, as in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with MS wire (annealed not less than 0.9mm dia) , complete all as specified and as directed by Engineer-in-charge.

M&L for Pre cast cement concrete type B-I (1:2:4) using 20 mm graded aggregate as in manhole cover slabs set in cement mortar 1:6 including necessary form work complete all as specified and directed by Engr-in-Charge.

M&L for soakage well of 3 mtr internal dia at top and min 1.80 mtr dia at bottom having min 2.45 mtr height of 380 mm thick random rubble uncoursed stone masonary wall in CM 1:6 with 150 mm thick PCC 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) below stone masonary at bottom and RCC slab using Design mix M-25 with reinforcement 10 mm dia bars @ 150 mm c/c bothways cranked at 1/4 th of the span including arrangenment for manhole poening and manhole cover, inlet for 100/150 mm dia pipe and rest all as specified as per Drg No CESZ/TD-1078/2011 sheet 1/1 Note :- The rate includes excavation in hard/dense soil and construction of soakage well as per drawing connection of inlet pipe, 100 mm dia PVC vent pipe with cowl, returning, filling and removing of surplus soil to a distance exc 50 mtr but not exc 100 mtr from site for any issues regarding drawing decision of Engr-in-Charge shall be final during execution.

Demolition and breaking up of drain pipes of any type upto 150 mm dia drain pipes, salt glazed ware, AC or reinforced concrete including fitting, jointed in cement mortar complete all as specified and directed.

Demolition and breaking up drain pipes of any type upto 200 to 300 mm dia drain pipes, salt glazed ware, AC or reinforced concrete including fitting, jointed in cement mortar complete all as specified and directed.

M&L for 110 mm bore, PVC (SWR) pipes, pressure rating 4 kg/sqcm, single or double socketed, in any length with rubber ring joints, fixed to walls, laid in trenches or in floors complete all as specified and as directed by Engr-in- Charge. MAKE: SUPREME/ASHIRWAD/FINOLEX/ SFMC/ASTRAL

M&L for 75 mm bore, PVC (SWR) pipes, pressure rating 6 kg/sqcm, single or double socketed, in any length with rubber ring joints, fixed to walls, laid in trenches or in floors complete all as specified and as directed by Engr-in- Charge. MAKE: SUPREME/ASHIRWAD/FINOLEX/ SFMC/ASTRAL

S&F PVC (SWR) bents 110 mm bore complete all as specified and directed by Engr-in-Charge.

S&F PVC (SWR) bents 75 mm bore complete all as specified and directed by Engr-in-Charge.

S&F PVC (SWR) branch piece singe 'T' equal or unequal, 110 mm bore complete all as specified and directed by Engr-in-Charge.

S&F PVC (SWR) branch piece singe 'Y' equal or unequal, 110 mm bore complete all as specified and directed by Engr-in-Charge.

S&F PVC (SWR) branch piece singe 'Y' equal or unequal, 75 mm bore complete all as specified and directed by Engr-in-Charge.

S&F PVC (SWR) vent cowl 75 mm bore complete all as specified and directed by Engr-in-Charge.

S&F PVC (SWR) branch piece singe 'T' equal or unequal, 75 mm bore complete all as specified and directed by Engr-in-Charge.

S&F Vitreous china water closet, 'Orissa' pattern, including lime concrete bedding, size 580 x 440 mm white with integral foot rests excluding flushing cistern and flush pipe but including connection to trap, anti syphonage pipe etc. complete fixed in repairs, incl bedding with PCC 1:2:4 type B-1 using 20 mm grade stone aggregate complete all as specified and as directed by Engr-in-Charge. Make: Cera/Hindware/Parryware

Demolition of un reinforced cement concret in position of any description and in any position not other wise specifically provided for and Removing demolished material to a distance and depositing out site of MoD land Where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and directed by Engineer-in-Charge.

Demolition of un reinforced cement concret as in ground floor of any description and in any position not other wise specifically provided for and Removing demolished material to a distance and depositing out site of MoD land Where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and directed by Engineer-in-Charge.

M&L for Pre cast cement concrete type A-I 1:1.5:3) using 20 mm graded aggregate as in landings, manhole cover slabs or similar articles with plain faces and set in cement mortar 1:6 including necessary form work complete all as specified and directed by Engr-in-Charge.

M&L for reinforced cement concrete type A1, 1:1.5:3 using 20 mm graded as in slabs supported on columns and beams or similar work complete all as specified and directed by Engr-in-Charge.

M&L for use & waset of form work to soffits of suspended slabs such as roof, floor slabs, landing, stair case etc notexc 200 mm thick horizontal or slopping rough finished concrete surfaces complete all as specified and directed by Engr-in-Charge.

M&L for use & waste of form work to edges of concrete rough finished not exc 20 cm thick complete all as specified and directed.

S&F mild steel TMT bars of 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 0.90 mm dia or securing with clips , complete all as specified and directed by Engr-in-Charge.

Demolition of precast concrete block/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 by Engineer-in-Charge.

M&L pre-cast cement concrete(20mm graded crushed stone aggregate) 1:3:6 type C-1 as in block masonery exc 10cm in width with solid block masonery with solid blocks,exc.10cm in width and setting in cement mortar 1:6 all as Specified by Engr-in-Charge.

M&L for Walling of random rubble, uncoursed stone masonary, well bonded, laid dry in retaining wall, abutment and similar work etc complete all specified and as directed by Engr-in-Charge.

Taking down cement or cement lime plaster, any description on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water etc, including cutting of trees, shrubs or any type of vegitation upto and including roots complete all as specified and directed by Engineer-in-Charge.

Supply only interal water proofing compound complete all as specified and directed by Engr-in-Eharge.

M&L for 75mm thick PCC 1:3:6 type C1 (using 20mm graded stone aggregate) as in plinth protection and finished concrete surface even and smooth without using extra cement including making proper joints as per specification at an interval of 3m and change of direction complete all as specified and as directed by Engr-in-Charge.

Cutting into existing manholes for connecting new drains making good to pipe and rendering cutting out existing benchng for and forming branch channel (1/2 round or 3/4 round section section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required, 100mm internal dia pipe complete all as specified.

M&L for cleaning of septic tanks by machanically of any depth by dewatering with sludge to a distance of 50mtr and burying pits and refilling with the same earth complete all as specified and directed by engr-in-Charge. Note: The cost for excavation and earth work for pits is deemed to be included in the unit rate.

M&L for cleaning of septic tanks by machanically of any depth by dewatering with sludge to a distance of 50 mtr and burying pits and refilling with the same earth complete all as specified and directed by engr-in-Charge. Note: The cost for excavation and earth work for pits is deemed to be included in the unit rate.

M&L for cleaning of gully trap by mechanically/manually of any size and removing sludge waste material etc 50 mtr and burying pits and refilling with the same earth complete all as specified and directed by engr-in-Charge. Note: The cost for excavation and earth work for pits is deemed to be included in the unit rate.

M&L for cleaning of derain pipes 100 mm to 200 mm bore by rodding from manhole to manhole to septic tank and well flushing with water after cleaning and removing sludge waste material etc 50 mtr and burying pits and refilling with the same earth complete all as specified and directed by engr-in-Charge. Note: The cost for excavation and earth work for pits is deemed to be included in the unit rate.

M&L for cleaning of cast iron pipes 100 mm/75 mm bore pipes by rodding with jute bages and well flushing after cleaning complete all as specified and directed by Engr-in-Charge.

M&L for cleaning of floor trap of any size and removing sludge waste material etc 50 mtr and burying pits and refilling with the same earth complete all as specified and directed by engr-in-Charge. Note: The cost for excavation and earth work for pits is deemed to be included in the unit rate.

M&L for cleaning of blockage manually by rodding from water closets (IWC/EWC),upto first manhole and removing the sludge out of defence land where directed in excavated borrow pits and including excavation of borrow pits and covering the borrow pits with 10cms thick layer of soil including spreading of bleaching powder before and after covering the borrow pit with soil to maintain hygenic enviroment complete all as specified and directed NOTEs: (a) The cost for excavation and earth work for pits is deemed to be included in the unit rate (b) The complaint shall be cleared with in 24 hrs after intimation to contractor if not rectified then recovery at double the rate quoted against this item shall be levied on contractor's dues.

S&F Vitreous china water closet, 'Orissa' pattern, including lime concrete bedding, size 580 x 440 mm white with integral foot rests excluding flushing cistern and flush pipe but including connection to trap, anti syphonage pipe etc. complete fixed in repairs, incl bedding with PCC 1:2:4 type B-1 using 20 mm grade stone aggregate complete all as specified and as directed by Engr-in-Charge. Make: Cera/Hindware/Parryware

S&F sand cast iron 'P' or 'S' trap 100 mm bore for indian type WC complete all as specified and directed.

S&F in repair Vitreous China wash down water closet pan and seat cover (pedestal pattern), white (excluding fixing bolts, flushing cistern and flush pipe) including P or S trap and including plastic water closet seat, black, closed pattern with flat bottom and cover and mild steel chromium plated or aluminium hinging device, including connection to drain pipe (or out going pipe) and to flushing pipe, antisyphonage pipe, etc. complete all as specified and as directed by Engr-in-Charge.

S&F plastic water closet seat cover closed pattern with flat bottom and cover and mild steel chromimum plated or aluminum hinges complete all as specified and directed by Engr-in-Charge.

S&F 10 ltr capacity PVC valveless, syphonic action type, flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets with twin flush provision, complete, all as specified and as directed by Engr-in-Charge. MAKE: Cera Model Combiflush twin flush as per Cat Part No. B1020101 (Old Cat Part No 2603) or equivalent in HINDWARE/PARRYWARE

S&F Viterous china wash basin, white flat back size 580x 450mm including waste coupling CP 32mm dia and CI brackets of iron 65 x 65 x 6mm embedded in PCC block with PCC 1:2:4 type B-1 and PVC waste pipe 32mm dia & CP grating with holes fixed complete, all as specified and as directed by Engr-in-Charge. MAKE: CERA/HINDWARE/PARRYWARE

S&F in Vitreous China bowl Urinal, flat back, size of 465x355x265mm white with grating and union for discharge pipe and PTMT waste coupling with waste pipe (excluding flushing cistern, flush pipe and waste pipe) complete all as specified and directed by Engr-in-Charge.

S & F in 1000 mm long, 32/ 40 mm dia., PVC flexible Waste pipe for sinks / wash hand basins and upto grating holes/traps complete all as specified and directed by Engr-in-Charge.

Dismantling of75/100 mm dia cast iron, PVC or reinforced concrete drain pipes, including fitting, jointed in cement mortar complete all as specified and directed by Engr-in-Charge.

M&L for 110 mm bore, PVC (SWR) pipes, pressure rating 4 kg/sqcm, single or double socketed, in any length with rubber ring joints, fixed to walls complete all as specified and as directed by Engr-in- Charge. MAKE: SUPREME/ASHIRWAD/FINOLEX/ SFMC/ASTRAL

M&L for 75 mm bore, PVC (SWR) pipes, pressure rating 4 kg/sqcm, single or double socketed, in any length with rubber ring joints,fixed to walls complete all as specified and as directed by Engr-in- Charge. MAKE: SUPREME/ASHIRWAD/FINOLEX/ SFMC/ASTRAL

M&L for 110 mm bore, PVC (SWR) pipes, pressure rating 4 kg/sqcm, single or double socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and as directed by Engr-in- Charge. MAKE: SUPREME/ASHIRWAD/FINOLEX/ SFMC/ASTRAL

M&L for 75 mm bore, PVC (SWR) pipes, pressure rating 4 kg/sqcm, single or double socketed, in any length with rubber ring joints,laid in trenches or in floors complete all as specified and as directed by Engr-in- Charge. MAKE: SUPREME/ASHIRWAD/FINOLEX/ SFMC/ASTRAL

S&F 75 mm bore cast iron soil waste and vent pipes of any length jointed with cement mortar (1:1) including solvent as per direction of Engr-in-Charge and tested after fixing compete all as specified and directed.

S&F PVC (SWR) bent 110 mm bore fixed to pipes of any description complete all as specified and directed by Engr-in-Charge.

S&F PVC (SWR) bent 75 mm bore fixed to pipes of any description complete all as specified and directed by Engr-in-Charge.

S&F PVC (SWR) branch piece single (Y) 75 mm bore fixed to pipes of any description complete all as specified and directed by Engr-in-Charge.

S&F PVC (SWR) branch piece single (Y) 110 mm bore fixed to pipes of any description complete all as specified and directed by Engr-in-Charge.

S&F PVC (SWR) branch piece single (Tee) 75 mm bore fixed to pipes of any description complete all as specified and directed by Engr-in-Charge.

S&F PVC (SWR) branch piece single (Tee) 110 mm bore fixed to pipes of any description complete all as specified and directed by Engr-in-Charge.

S&F PVC (SWR) vent cowl 75 mm bore fixed to pipes of any description complete all as specified and directed by Engr-in-Charge.

S&F PVC (SWR) vent cowl 110 mm bore fixed to pipes of any description complete all as specified and directed by Engr-in-Charge.

M&L for PVC SWR floor trap 75mm with grating including jointing to waste pipe fixed in cement concrete type B1 in cement concrete (1:2:4), 20 mm graded stone aggregate complete all as specified and directed by Engr-in-Charge.

M&L for PVC SWR Gulli trap 75mm with grating including jointing to waste pipe fixed in cement concrete type B1 in cement concrete (1:2:4), 20 mm graded stone aggregate complete all as specified and directed by Engr-in-Charge.

S&F sand cast iron door bent of 75 mm bore diminishing pieces or tapers for indian type WC complete all as specified and directed.

S&F sand cast iron branch pieces, single, ordinary or inverted (spigot or socket type) or with parallel branches bent of 75 mm bore diminishing pieces or tapers for indian type WC complete all as specified and directed by Engr-in-Charge.

M&L for Non skid coloured ceramic tiles 7 to 8mm thick (Square/rectangular) area of each tile exc 0.06 and nexc .11 sqm in floor etc set and jointed in neat cement slurry and pointed with white or coloured cement mixed with pigments to match the 15mm thick screed bed with CM (1:4) laying floor tiles complete all as specified and directed by Engr-in-Charge.

M&L Glazed ceramic coloured tiles in vertical surfaces (350 X 250X7mm ) / (450x350x7mm) (300x200x7 mm) thick set and jointed in neat cement slurry and pointed in white or colour cement to match the surface over rendering 10mm thick in CM (1:4) , for dado/skirting tiles.complete all as specified and as directed by the Engr-in-charge.

Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tile to store and rubbish off the premises complete all as specified and directed by Engineer-in-Charge.

M/S MA CONSTRUCTION Co

PARIDHI CONSTRUCTION

M/S KARAN BUILDERS

M/S Praveen Kumar and Sons

M/S INDUS HIMALAYAN EXPLORERS

Mehar Enterprises

SATISH KUMAR AND SONS