REPAIR REPLACEMENT OF DAMAGED SEWAGE LINE CLEANING OF SEWAGE LINE SEPTIC TANK AND REPAIR REPLACEMENT OF DRAIN FENCING GATE BOUNDARY WALL FOOTPATH AND MISC WORK AT ADM AREA CPE AND TECH AREA TAKU ITARSI UNDER GE BHOPAL

Amount

Note :(i) Please refer Sch A/ BOQ Notes before quoting the tender for all phases/ items mentioned below. (ii) Amount of Schedule of credit shall be deducted offline

M&L for attending daily complaints for cleaning of blockage of floor traps, WCs (Indian/ European), WHB/ kitchen/ urinal traps etc on any floor levels with and including necessary T&P as required for smooth flow of water complete all as specified and directed. Notes: (a) Complaint slip shall collected by the contractor/ supervisor from MES complaint cell and submit rectification report duly signed by the occupant at 1630 hrs at complaint cell. (b) If any complaint not resolved within 24 hrs the recovery @ Rs 200.00 per complaint per day will be charged from RAR or Final Bill. (c) During cleaning removed grating will be refixed in existing position with cement after clearing of blockage from traps. (d) The contractor will ensure the rectification of all complaints (irrespective of Nos) within 24 hrs by deploying additional sewer man/ safaiwala if required. (e) Contractor shall ensure all safety measures required by the sewer man/safaiwala during working hours. (f) All the waste material/sludge shall be disposed off out of MoD land.

Taking out RCC cover slab of 100 users capacity septic tank carefully and taking out sludge including foul water including collection of sludge in closed container and burried the same in earth pit below 30 cm of the gound level with in the defence land where directed to a distance exc 250 m and n. exc 500 m and returning, filling in the earth in excavated pit after dumping sludge with and including cleaning inlet and outlet pipe, M.S ring and septic tank complete with fresh water as directed and placing the RCC cover slab in position and set in CM 1:6 complete all as specified and directed

All as per ser item no 2.00 here-in-before but of 50 users capacity

All as per ser item no 2.00 here-in-before but of 25 users capacity

All as per item No. 2.00 here-in-before but for cleaning of man holes of any size of depth n. exc 60 cm.

All as per item No. 2.00 here-in-before but for cleaning of man holes of any size of depth exc 60 cm and n.exc 1.20 mtr.

All as per item No. 2.00 here-in-before but for cleaning of man holes of any size of depth exc 1.20 mtr.

De-watering/ de-sludging from existing soakage well of size 2.4 mtr dia x 3.00 mtr depth by sewage suction machine (truck mounting equipped) with sewage storage tank and removing/ dispose off foul material/ sludge out side the defence land on the location enmarked by civil authorities complete all as specified and directed.

All as per item No. 8.00 here-in-before but for size 1.8 mtr dia x 3.0 mtr depth.

All as per item No. 8.00 here-in-before but for size 1.2 mtr dia x 3.0 mtr depth.

M&L for loose filling with broken brick aggregate of guage 80 to 150 mm as in soak well / sokage pits / filter beds including removed of old brick beds complete all as specified and as directed.

M&L for cleaning/ clearing of chocked sewage line of any description of any dia from manhole to manhole with sewage cleaning rod, washing down with fresh water and disposed off the sludge complete all as specified and directed.

M&L for cleaning/ clearing of underground sewage lines of 150 mm bore by excavation and breaking (Minimum two length) and removing the blockage with and including providing new 150 mm bore SGSW pipes of 150 mm bore, re-joining with old pipes including haunching the new pipes with PCC 1:3:6 type C-2 (using 40mm graded stone aggregate) in any situations including returning, filling in and disposal of surplus soil outside MoD land etc. complete all as specified and directed.

Demolition of reinforced cement concrete of any description as in manhole / septic tank cover slabs in any position complete all as specified and directed.

M&L for precast reinforced cement concrete 1:2:4, type B-1 (using 20 mm graded stone aggregate) as in manhole / soak well cover slab and set in CM 1:4 complete all as specified and directed.

M&L for RCC 1:2:4, type B-1 (using 20 mm graded stone aggregate) as in slabs supported on walls as in septic tank cover slab and similar work, set in CM 1:4 complete all as specified and directed.

M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200 mm thick (Horizontal or sloping) for fair finished surfaces of concrete complete all as specified and directed.

M&L for mild steel TMT bars 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 wires (annealed) not less than 0.9 mm dia complete all as specified and directed.

M&L for mild steel bars 6 to 8 mm dia, cut to length, bent ot shape required including craking, bending spirally for hooping ends and binding with and including mild seel wire (annealed) not less than 0.9mm dia complete all as specified and directed.

Excavation in trenches not exc. 1.5 m wide & not exc. 1.5 m deep and getting out in any type of soil for foundation including removal of roots and branches of trees not exc 300 mm dia etc. complete all as specified and directed.

Returning, filling in (mechanically/ mannually) including spreading, leveling, watering and well raming in layers not exc. 25cm thick each layer complete all as specified and directed.

Removal of surplus soil to a distance exc. 50 meter and n exc 250m depositing where directed at a level not exc. 1.5 mtr above the starting point complete all as specified and directed.

Dismantling of SGSW drain / NP-2 pipes of any bore, jointed in cement mortar of any size and description including concrete bed and packing/ haunching of any type complete all as specified and directed.

M&L for 200 mm bore/ dia RCC pipes class NP-2, laid in trenches and jointed with cement mortar 1:3 including testing complete all as specified and directed.

M&L for concrete bed to 200 mm bore drain pipe in cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) including hand packing under and hanching against the side of pipes after laying and testing of pipe complete all as specified and directed.

S&F in replacement vitreous china squtting pan 'ORISSA PATTERN' of size 580 x 440mm white with integral foot rest and flush pipe with and including providing concrete bedding 1:2:4 type B-0 (using 12.5 mm graded stone aggregate) complete all as specified and directed.

S&F in replacement vitreous china EWC with 'P' or 'S' trap, white including plastic water closet seat cover, white, closed pattern with flat bottom and cover and mild steel chromium plated or aluminised hinging device including fixing bolts and making good to floor complete all as specified and directed.

Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) and removing rubbish off the premises complete all as specified and directed.

M&L for non skid ceramic coloured tiles 7 to 8 mm thick (square /rectangular) joint free, area of each tile exceeding 0.11 Sqm but not exceeding 0.18 Sqm as in floors; over and including 15 mm thick screed bed in CM 1:6, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shades of tiles complete all as specified and directed.

S&F of 125 mm bore PVC (SWR) pipes, single socketed in any length with rubber ring joints, fixed to wall/ laid in trenches complete all as specified and directed.

S&F of 125 mm bore PVC (SWR) bend with access door and fixed with solvent cement complete all as specified and directed.

S&F of 125 mm bore PVC (SWR) bend without access door but one side reducing and fixed with solvent cement complete all as specified and directed.

S&F of 125 mm bore PVC (SWR) junction single (single T), equal or unequal with access door and fixed with solvent cement complete all as specified and directed.

S&F of 110 mm bore PVC (SWR) vent cowl complete all as specified and directed.

S&F in repairs 75 mm bore PVC (SWR) pipes, single socketed in any length with rubber ring joints, fixed to wall/ laid in trenches complete all as specified and directed.

S&F of 75 mm bore PVC (SWR) with access door and fixed with solvent cement complete all as specified and directed.

S&F of 75 mm bore PVC (SWR) bend without access door and fixed with solvent cement complete all as specified and directed.

S&F of 75 mm bore PVC (SWR) vent cowl complete all as specified and directed.

S&F of 125/ 110 mm bore PVC (SWR) gully trap and jointing with solvent cement and setting in cement concrete 1:2:4 type B-1 (using 20 mm graded stone aggregate) complete all as specified and directed.

S&F in repairs 110 mm bore PVC(SWR) branch piece, single T equal or unequal and jointed with solvent cement complete all as specified and directed.

Demolition of cement concrete (un reinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed.

M&L for providing cement concrete 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed.

M&L for providing cement concrete 1:3:6 type C-1 (using 20 mm graded stone aggregate) as in surface channel and drain including necessary form work complete all as specified and directed.

M&L for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement complete all as specified and directed.

All as per item No. 44.00 here-in-before but exc 30cm inner girth/width of part there of over .

M&L for providing cement concrete 1:2:4, type B-1 (using 20 mm graded stone aggregate) as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating including necessary formwork complete all as specified and directed.

Demolition of brick work built in cement mortar for manholes, septic tanks, sockage wells, security walls and similar works; portion ordered to be dismantled complete all as specified and directed.

M&L for brickwork with fly ash modular bricks built in CM 1:4, straight or curved on plan exc 6m mean radius complete all as specified and directed.

M&L for brick work with sub class 'B' bricks built in CM 1:6, straight or curved on plan exc 6m mean radius complete all as specified and directed.

All as per item No. 48 here in before above but except bricks. Note: Old serviceable bricks obtained from demolition will be re-used after cleaning.

M&L for brickwork with fly ash modular bricks built in CM 1:4, straight or curved on plan to any radius in half brick thick walls complete all as specified and directed.

Taking down cement plaster of any description from brick walls including raking out joints, hacking for key, scrubbing down with water complete all as specified and directed.

M&L for rendering 15 mm thick plaster in cement mortar (1:4) on fair faces of brickwork or concrete surfaces, finished the surfaces even and smooth without using extra cement complete all as specified and directed.

M&L for rendering 15 mm thick plaster in cement mortar (1:6) on fair faces of brickwork or concrete surfaces, finished the surfaces even and smooth without using extra cement complete all as specified and directed.

Supply only intregal water proofing compound complete all as specified and directed.

M&L for preparation of newly plastered surfaces of walls and applying two coats of cement base paint over a coat of alkali resistant primer complete all as specified and directed.

M&L for preparation of newly plastered surfaces of walls and applying two coats of white wash complete all as specified and directed.

M&L for 100mm thick PCC 1:3:6 type C-1 (using 20mm graded stone aggregate) as in pavement, harstanding, path, plinth protection etc; laid in alternate bays and joints shall be filled with bitumastic gola with 80/25 bitumen (1 part bitumen and 3 parts sand) and finishing top surfaces fair and even without using extra cement complete all as specified and directed.

M&L for 75 mm thick PCC 1:4:8, type D-2 (using 40mm graded stone aggregate) as in subbase of flooring, finished even and rough complete all as specified and directed.

M&L for 20 mm thick screed bed in CM 1:6 as in sub base of floors, finished even and rough complete all as specified and directed.

M&L for chequered cement concrete factory made tiles, pre-polished lacuqer and rubber/ glossy finish of size 30 cm x 30 cm x 22-25 mm thick, set, jointed and pointed in neat cement slurry with grey cement and pigment to match the shade of tiles as in floors complete all as specified and directed.

M&L for multicolour vitrified outdoor heavy duty parking tiles, 9 - 10 mm thick of size 400 x 400 mm matt finished over and including 15 mm thick screed bed of cement mortar 1:6, jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles complete all as specified and directed.

M&L for sand cushioning with clean dry sand for laying of interlocking paver block complete all as specified and directed.

M&L for machine pressed precast concrete interlocking paver block reflective type (glossy finish) any shape and size of 80 mm thick, M-35 Grade with grey cement and pigments complete all as specified and directed.

Dismantling of wrought iron or mild steel work of any description not other wise provided for complete all as specified and directed.

S&F of mild steel framed work of rolled mild steel sections conforming to Fe-410-W (Gde-E-250) quality-A as in doors or gates of angle or other section with gusset plates, rails, braces, etc, drilled for fixing of steel sheeting or other covering; doors etc to be prepared for hanging or sliding with and including either hooks & hinges or steel hanging door fittings (exclusive of steel sheeting, running rails & guides) and hanging, fastening & fixing complete all as specified and directed.

Dismantling of old chain link fencing including flat iron, line wire etc complete all as specified and directed.

Dismantling posts or struts (wood, steel or RCC,), any section, including taking out embedded portion and making good disturbed ground; posts embedded in concrete, brick work, masonry, etc complete all as specified and directed.

Excavation in post holes (or similar holes) each n exc 0.5 cum, getting out in hard/dense soil and returning, filling and ramming earth or broken rubble mixed with earth with around, in layers not exceeding 25 cm, watering and removing surplus soil to a distance not exc 50 m and making good surface complete all as specified and directed.

M&L for PCC 1:3:6, type C-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.

S&F of mild steel work of sections as in posts and 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, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed.

S&F of GI chain link fencing of any size and any type including straining bolts and fixed to angle iron post complete all as specified and directed.

Fixing only chain link fencing including linewires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and directed.

S&F of mild steel screw bolts (Machine made) wth hexagonal or square head at one end and screw the other or screw both ends, each screwed ends to be fitted with washer and one hexagonal or square length of nut exceeding 5 cm but not exceeding 10 cm and diameter of neck in 11 to 15 mm complete all as specified and directed

Supply only mild steel 10 mm dia round bar of Fe-410-w (grade E-250) quality as line wire for holding chain link mesh complete all as specified and directed.

S&F in repairs galvanized, 2 strand steel barbed wire 2.24mm dia barbed with 2 mm dia barbs at 75 mm spacing straining and fixing to any type of standerd rairs straining bolts, including and tying at crossing with and provision of galvnized mild wire, staples or steel pins etc. complete all as specified and directed. Note: Each line of wire will be measured as single length.

M&L for preparation of new or previously untreated steel or iron 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.

M&L for preparation of new or previously untreated steel or iron 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.

S&F of concertina coil fencing with punch tape 450 mm dia, stretched to 6.0 metre length having 50 Nos spiral turns per 6.0 metre length, spring core wire (2.59 mm thick) of high tensile strength of 1620 N/ Sqm with tape (0.52 mm thick) hot dip galvanised upto 20 microns and weight of each coil 7.5 to 8.0 Kgs and fixing the same on 'Y shaped angle iron ensuring 8 horizontal R.B.T (Reinforced Barbed Tape) stud tied with GI staple and GI clips to retain, horizontal clips shall a 5.0 Nos per 2 spiral turns approximate 125 clips per coil including necessary bolts complete all as specified and directed.

Surface dressing & cleaning of grass, small trees n exc 150 mm dia and n exc 15 cm deep including removal of rubbish outside MoD land complet all as specified and directed.

Excavating over areas/ existing embankments n exc 1.5 m deep and getting out in soft/loose soil complete all as specified and directed.

Rough excavation n exc 1.5 m deep & getting out in soft/loose soil complete all as specified and directed.

Removing excavated material to a distance exc. 250 m but n exc. 500 m and depositing where directed complete all as specified and directed.

M&L for forming embankment using excavated earth (retrieved from excavation) including raising for (or lowering) earth, spreading in layers duly consolidated to optimum moisture conditions level with thickness of each layer not exceeding 30 cm thick including ramming/ rolling and finishing to required size, shape etc; not exceeding 1.5 m height complete all as specified and directed.

M&L for approved clean dry sand filling for forming embankment for raising to the height exc 1.50 metre to n exc 7.50 metre including watering and consolidation but height exc 1.50 metre to exc 7.50 metre complete all as specified and directed.

Deduct Schedule of credit (calculation will be done off line) Rs. 37930.00

TANUJ CONST. CO. (BID ID -3449208)

PK CONSULTANT (BID ID -3444583)

M/S HARSH VIKAS GALAR ENGINEERING (BID ID -3450907)