REPAIR REPLACEMENT OF DAMAGED SEWAGE LINE CLEANING OF SEWAGE LINE SEPTIC TANK MANHOLES DRAINS FENCING GATE BOUNDARY WALL FOOTPATH AND MISC WORK AT ADMIN AREA CPE AND TECH AREA TAKU CPE 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 /cleanig daily complaints of blockage of floor traps, WCs (Indian/European) WHB traps, kitchen traps, urinal traps etc at ground floor or above ground floors with and including necessary T&P as required for this purpose complete all as specified and directed. Note: (a) Complaint slip shall collected by the contractor/supervisor from MES complaint cell and submit the same duly signed by the occupant at 1630 hrs in the complaint cell. It will be responsibility of contractor to ensure their attendance & completion of complaints. (b) If any complaint not resolved within 24 hrs the recovery @ Rs 500 per complaint per day will be charged from RAR or Final Bill. (c) During cleaning of blockage remove grating will be refixed in existing position with white/grey cement after clearing of blockage from trapes. (d) The contractor will ensure the cleaning /cleaning of all the complaints (Irrespective of Nos) within 24 hrs by deploying additional sewer man /safaiwala if needed. Nothing extra shall be paid on this account. (e) Contractor shall be solely responsible for supplying all the safety measures required by the sewer man/safaiwala during working hours. (f) All the waste material/sludge shall be disposed of out of MoD land.

Taking out RCC cover slab of septic tank of the 100 users capacity carefully, taking out the sludge including foul water collect the 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 by the Engineer-in-charge to a distance exc 250 m and n.exc 500 m, returning, filling in the earth in excavated pit after complete removal of sludge from the container, inlet and outlet pipe, M.S ring and septic tank complete cleaning 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 50 users capacity

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

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

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

Dewatering/Desludding from existing soakage well of size 2.4 M dia x 3.00 M deep 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 M dia X 3.0M deep

All as per item No. 8.00 here-in-before but for size size 1.2 M dia X 3.0M deep

M&L for loose filling with aggregate of guage 80 mm to 150 mm as in soak well/sokage pits /filter beds with broken bricks including removed old brick beds all as per item 1.00 here-in-before complete all as specified and directed.

M&L for cleaning of shocked sewage line of any description and any dia from man hole to man hole with sewage cleaning rod washing down with fresh water and disposed off the sludge complete all as specified and directed. Note:- The complaint where cleaning is not possible by rodding and is to be cleared by braking existing line the item will be paid separetely in relevant item.

M&L for cleaning of underground sewage lines of 150mm bore by excavation and breaking (Minimum two length) and removing the blockage, laying new pipes, re-joining with old pipes including haunching the new pipes with PCC (1:3:6) type C-2 (Using 40mm graded stone aggregate) in all situations where cleaning is not possible otherwise including returning, filling 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 man hole/septic tank cover slabs in any position complete all as specified and directed.

M&L for precast reinforced cement concrete type B1, (1:2:4) with using (20 mm graded stone aggregate) as in man hole / soak well cover slab set in CM 1:4 all as specified and directed.

M&L for RCC type B-1 (1:2:4) (using 20 mm grades aggregate) as in slabs as in septic tank cover slab 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 200mm thick (Horizontal or sloping) complete all as specified and directed.

M&L for TMT bars 10mm 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 or secured with clips complete all as specified and directed.

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

Excavation in trenches not exc. 1.5m wide & not exc. 1.5mdeep and getting out in soft/loose soil for foundation etc, complete all as specified and directed.

Returning filling in, including spreading, leveling watering well roaming in layers not exc. 25cm thick each layer complete all as specified and directed.

Removal of surplus soil to a distance of exc. 50 meter and nexc 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 pipes/NP-2 pipe 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 200mm dia RCC pipes class NP-2 laid in trenches and jointed with cement mortar and tested complete all as specified and directed.

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

S&F in repairs vireous china squtting pan "ORISSA PATTERN" size 580x440mm white with integral foot rest and flush pipe complete including provision of concrete bedding 1:2:4 type B-0 (using 12.5mm gradedstone aggregate) complete all as specified and directed.

Supply and fixing in repair Vitreous china EWC '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 suitable for EWC. Complete making good to floor fixing bolt complete all as specified and directed.

Dismantling floor hearh or wall tiling including cement mortar bedding (but not backing) removing serviceable tiles to store and rubbish off the premises complete all as specified and directed.

M&L for non skid coloured ceramic edge cut tiles 7-8mm thick (square/ rectangular) area of each tile exceeding 0.06 sqm but n.exceeding 0.11 sqm as in floors set & jointed in neat cement slurry & pointed in white or coloured cement to match the tiles over including screed bed 15mm thick in cement mortar (1:4) for laying floor finished complete all as specified and directed.

S&F of PVC (SWR) pipes 110 mm dia, single socketed, in any length with rubber ring joints, fixed to wall/tranches complete all as specified and directed.

S&F of PVC (SWR) bend, 110 mm dia with access door complete all as specified and directed.

S&F of PVC (SWR) bend, 110 mm dia without access door complete all as specified and directed.

S&F PVC (SWR) junction single 110 mm bore, (single T) equal or unequal with access door complete all as specified and directed.

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

S&F PVC (SWR) pipes 75 mm dia. single socketed, in any length with rubber ring joints, fixed to wall/tranches including demolished of existing pipe complete all as specified and directed.

S&F PVC (SWR) bend, 75 mm dia with access door complete all as specified and directed.

S&F PVC (SWR) bend, 75 mm dia without access door complete all as specified and directed.

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

S&F PVC (SWR) gully trap 125/110mm, setting and jointing with solvent cement concrete type B-1 1:2:4 complete all as specified and directed.

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

Demolition of cement concrete (unreinforced) 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 D2 (40 mm stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed.

M&L for providing cement concrete 1:3:6 type C1 (using 20mm graded stone aggregate) for surface channel and drain complete all as specified and directed.

M&L for 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 complete all as specified and directed.

All as per item No. 44.00 here-in-before but add or deduct for each 25mm girth of part thereof over or under 30 cm.

Providing cement concrete type B1 1:2:4 (20mm graded) 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, complete all as specified and directed.

Demolition of brick work built in cement mortar for portion ordered to be dismantled complete all as specified and directed.

M&L for brickwork with modular bricks, straight or curved on plan exc 6m mean radius built in 1:4 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. 49.00 here-in-before but except bricks. Note :- Old serviceable bricks obtained from item above, cleaned and shall be reused.

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

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

M&L for rendering 15mm thick 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 15mm thick in cement mortar (1:6) on fair faces of brickwork or concrete surfaces, finished the surface 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 two coats of cement base paint on newly plastered surfaces of wall including preparation of surfaces over one coat of alkali resistant primer all as specified and directed

M&L for two coats of white wash on newly plastered surfaces of wall including preparation of surfaces all as specified and directed.

M&L for 100mm thick PCC 1:3:6 type C1 using 20mm graded stone aggregate as in pavement, harstandind, path, plinth protection shall be laid in alternate bays and joints shall be filled with bitumastic gola with 80/25 bitumen (1 part bitumen and 3 parts sand), finished the surface fair and even complete all as specified and directed.

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

M&L for 20mm thick screed bed in CM (1:6) as in sub base of floor complete all as specified and directed.

M&L for chequered cement concrete tiles pre polished lacuqer and glossy finish 30cmx30cmx22-25mm thick, set in jointed and pointed in neat cement slurry with grey cement and pigment in floors complete all as specified and directed.

M&L for endura tiles 10mm thick jointless, colour/ design as per site requirement, over including 15 mm thick screed bed, complete all as specified and directed.

M&L for sand filing under floor complete all as specified and directed.

Machine pressed precast concrete interlocking paver block with grey cement and pigment any shape and size confirming to IS 15658-2006 of 80mm thickness, M-40 grade complete all as specified and directed.

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

S&F of framed work of rolled mild steel 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 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 0.5cum, getting out hard/dense soil and returning , filling and ramming earth or broken rubble mixed with earth with around, in layers not exceeding 25cm, watering and removing surplus soil to a distance not exc 50m and making good surface complete all as specified and directed.

M&L for PCC (1:3:6) type C2 40 mm graded aggregate in foundation and mass concrete complete all as specified and directed.

S&F of mild steel work conforming to Fe-290-0 GdeE-165 complete, in nosing to steps including embeding in concrete and screwing etc, wind ties for roof including securing bolts, posts & struts in fencing including cutting top 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 complete all as specified and directed.

S&F of GI chain link fencing of any size and any type, straining bolts & 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 provission of binding wire complete all as specified and directed.

S&F mild steel bolts screw (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 5cm and not exceedigng 10cm and diameter of neck in mm 11 to 15mm complete all as specified and directed.

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

Supply and fixing galvanized, 2 strand steel barbed wire 2.24mm dia barbard with 2mm dia barbs at 75 mm spacing straing and fixing to any type of standerd rairs strainig bolts, including and tying at crossing with and provision of galvnized mild wire, staples or steel pins etc. (including distmantling of unservisable barberdd wire) (Each line of wire to be measured) complete all as specified and directed.

M&L for preparing new or previously untreated steel & iron surfaces of any description over 10cm in width or girth and applying two coats of synthetic enamel paint over & including a coat of red oxide primer complete all as specified and directed.

M&L for two coats of synthetic enamel paint over a coat of red oxide primer on steel surfaces of any description n.exc. 10cm width or girth including preparation of new surfaces complete all as specified and directed.

Deduct Schedule of credit (calculation will be done off line) Rs. 47720.00

ROYAL CONSTRUCTION (BID ID -3121257)

PK CONSULTANT (BID ID -3107028)

TANUJ CONST. CO. (BID ID -3100523)

M/S HARSH VIKAS GALAR ENGINEERING (BID ID -3105646)