REPAIR/MAINT TO FENCING, BOUNDARY WALL, GATES AND ALLIED WORKS AND SEWAGE LINES, AREA DRAINAGE AND PAVED AREA IN CQA (A) AND SQAE AREA OF AGE B/R-I UNDER GE(CENTRAL) KHADKI

Amount

Cleaning and clearing of bore underground Main sewage line/Branch sewer line from any type of trap including (WCs /Gully trap /floor trap/CI pipes /nahani Trap/Bathrooms) to 1st manhole including trap & manhole of any depth by taking off manhole covers and re-fixing the same after cleaning of any descripton , underground and any depth by removing any type of blockage including de-silting and de-chocking sludge/sludge water shall be disposed off by using mechanically or pumping out sewage from block manholes where authorised dumping site declared by local adminstration outside MoD land distance exceeding 2Km but n, exc 2.5 Km complete all as specifed and as directed. Note : - (i) The contractor shall deploy Minimum, experienced 01 safaiwala & 01 helper (Total 02 people) alongwith T & P (i.e Iron seweage line cleaning Rod set -02 Nos, Kassi, Genti, Crow bar, safety hand gloves, safety shoes and other tools for all members on regular basis to attend complaint cell/service centre of AGE B/R-I under GE (C) Kirkee area daily between 0830 to 0900 hrs as per direction of Engr-in-Charge. (ii) The complaint shall be attended preferably on the same day and complaint slips duly signed by the user will be deposited back with JE (Civil) on the same day. (iii) Working time for all the people employed by the contractor will be from 0900 hrs to 1700hrs in case of any emergency, they can be called at any time beyond specifed time and will be given off at the descretion of Engr-in-Charge. (iv) A penalty of Rs. 629/- per day per person will be levied in case of absence of any of safaiwala or helper. (v) Manpower /employees deployed by contractor shall have safety measures for the job and life insurance policy for compensation in case of any accident. The cost for the same is deemed to be included in the unit quoted rate by the bidder. No extra claim will be entertained by the Department. (vi) The payment towards the subject items shall only be made as per the total number of days, contractor had cleaned and cleared the blockages of sewage line. (vii) Contractor shall maintain a register including details of day of cleaning of sewage line, duly signed by contractor and Engineer-in-Charge or his Rep.

Cleaning by using mechanical equipement of solid/liquid mud/any type of solid content including mud, brick bats, empty containers of any type, rags, polythene or any similar items deposited in underground sewage lines depth upto 3 mtr including manholes/inspection chamber of any size at any depth (STP and main lines from pumping station of any dia) in entire area at CQA (A), NAI & SQAE under the premises of AGE B/R-I (C) Kirkee by using SUPER SUCTION MACHINE TRUCK MOUNTED HAVING SUCTION CAPACITY 1000 TO 4000 CUM/HRS, JETTING PUMP WITH WORKING PRESSURE AT NOT LESS THAN 120 BAR having facilities of high pressure water thermoplastic fibre braided water jetting hose and through conical/round shape nozzle pipe. Bottom surface of manhole/inspection chamber & sewage lines should be visible after cleaning process. Sludge/sludge water/any type of waste recovered from sewage lines/manhole/inspection chambers shall be disposed off at authorised dumping site declared by local adminstration outside MoD land distance exceeing 2Km but n, exc 2.5Km etc complete all as specifed and as directed.

Note : (i) All T & P should be arraged by contractor and deemed to include in his quoted rate. (ii) Lines once cleared will be maintained through out the period of the contract, if there is any blockage during the period of the contract, the same will be cleared without any extra cost by the contractor. (iii) In case of any blockage is observed /found in any cleared line through super suction machine during the time period of contract and it becomes necessary to clear the sewage line with machine, the same shall be cleared through machine by the contractor without any extra cost to the department. The line shall be cleared by the contractor within 48hrs after intimation to the contractor. The rate quoted by the contractor against item No 02 above shall be deemed to be inclusive of clearance of line twice time as required during the whole contract period.

Cleaning of existing septic tank of 500 users capacity by using Mechanical Pumping Machine to removing water, sludge, stones, solid particles etc complete from the septic tank at any location and at distance from road and removing the same from the campus and buried complete all as specified and as directed as below: (i) The sludge/burried soil etc taken out shall be stacked alongwith the septic tank, sump well etc. After 48 hours of the sludge taken out, measurement shall be taken as of the solid contents for the purpose of payment. The tenderer are advised to keep this aspect in mind while quotating the rates. After taking the measurements, the solid contents shall be disposed off outside the Md land/area. (ii) Necessary precautions as well as safety measures shall be taken by the contractor without any extra cost, for working in the foul conditions. (iii) The contractor shall be entirely responsible for the lapse, mishappening to any of the manpower deployed and/or to other equipment/machinary/material at the site of work during the execution.

All as specified in item No 03 above but septic tank for 200 users.

All as specified in item No 03 above but septic tank for 10 to 100 users.

Excavating over areas n. exc 1.5 m deep and getting out soft/loose soil etc complete all as specifed and as directed by Engr-in-charge.

Excavating in trenches n. exc. 1.5 m wide and n. exc. 1.5 m in depth; for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc n. exc 10 Sqm on plan and n. exc 1.5m in depth and getting out in soft/loose soil complete all as specified and as directed by Engr-in-charge.

Returning filling in, including spreading, leveling, watering and well ramming in layers n. exc 25cm in soft/loose soil in excavated pit or trenches complete all as specified and as directed by Engr-in-charge.

Removing excavated spoil/ material to a distance exc. 1.50 km but n exc. 5 km and depositing where directed complete all as specified and directed by Engr-in-charge.

Demolition and breaking up 150mm/200mm drain pipes (salt glazed ware AC/RCC) drain pipes including PCC haunching and bedding jointed in cement mortar and taking out including removing outside the defence land complete all as specied and as directed by Engr-in-charge.

M&L for reinforced concrete pipes, 150 mm bore of pipe, Class NP-2, laid and jointed complete with collars complete all as specified and as directed by Engr-in-charge.

M&L for reinforced concrete pipes, 200 mm bore of pipe, Class NP-2, laid and jointed complete with collars complete all as specified and as directed by Engr-in-charge.

M & L Plain cement concrete type C-2, 1:3:6 using 40mm graded stone aggregate as in concrete bed to drain pipe including packing under & haunching against sided of pipes after they are laid and tested for 150mm complete all as specifed and as directed by Engr-in-charge.

M & L Plain cement concrete type C-2, 1:3:6 using 40mm graded stone aggregate as in concrete bed to drain pipe including packing under & haunching against sided of pipes after they are laid and tested for 200mm complete all as specifed and as directed by Engr-in-charge.

Cutting into existing manholes for connecting new drain pipe, making to pipes and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching as required for 150mm/200mm bore pipe complete all as specifed and as directed by Engr-in-charge..

M & L for 15mm thick Rendering on brick /concrete or dubbed surface in CM 1:4 with water profing compound finishing even & smooth without using extra cement and similar like at any height including necessary scaffolding , ladder & formwork including taking down cement plaster, raking out joints, hacking for key & scrubbing down with water and removing the debris outside defence land complete all as specifed and as directed by Engr-in-charge. (Note : water proofing compound shall be measured & paid separetely)

M & L for 15mm thick Rendering on brick /concrete or dubbed surface in CM 1:6 with water profing compound finishing even & smooth without using extra cement and similar like at any height including necessary scaffolding , ladder & formwork including taking down cement plaster, raking out joints, hacking for key & scrubbing down with water and removing the debris outside defence land complete all as specifed and as directed by Engr-in-charge. (Note : water proofing compound shall be measured & paid separetely)

Supply only Liquid water proofing compound complete etc all as specified and as directed by Engr-in-charge.

M & L for preparing new plastered surface of walls and applying two coat of cement base paint at any height including necessary scaffolding ladder etc complete all as specifed and as directed by Engr-in-charge.

M & L for preparing new plastered surface of walls and applying two coat of oil bond distemper of alkali resistant primer at any height including necessary scaffolding ladder etc complete all as specifed and as directed by Engr-in-charge.

M & L for complete removal of existing treatement/old plasterd/concrete surface from internal surface of wall by using wire brushes & stopping of surface & levelling /edging the disturbed places/edges using necessary filling compound of Birla/JK wall care putty 1 to 2mm thick to obtain regular/even finish using sand paper and applying two coat of oil bond distemper upto height 10 mtr etc complete all as specifed and as directed by Engr-in-charge.

Demolition of re-inforced cement concrete of any description and in any position (reinforcement cut as required to facilate demolition) etc complete all as specifed and as directed by Engr-in-charge.

M&L for TMT bars 6 mm to 8 mm dia and over and cut to length, bend to shape required including cranking, bending spirally for hoping for columns, RCC cover slab hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and as directed by Engr-in-charge.

M & L for providing, precast cement concrete (1:2:4) type B-1 (20mm graded aggregate) set in CM (1:4) in landing, cover slab (for manhole etc) chullah hoods, chajja, water trough, mangers, shelves and similar articles with plane face including formwork etc complete all as specifed and as directed by Engr-in-charge.

M & L for PCC (1:2:4) type B-0 (using 12.5mm graded stone aggregate) in surface channel for drain/manhole etc complete all as specifed and as directed by Engr-in-charge.

S & F in repair for 110mm bore PVC (SWR) pipes single socketed , in any length with rubber ring joints, laid in trenches or in floors or fixed on wall upto height 10 mtr etc complete all as specifed and as directed by Engr-in-charge.

S & F in repair for 110mm bore PVC (SWR) bends, or similar fitting are required to make the system functional complete all as specifed and as directed by Engr-in-charge.

S & F in repiar for 110mm bore PVC (SWR) branch piece, single (single Y) equal or unequal fitting as reqd to make the system functional complete all as specifed and as directed by Engr-in-charge.

S & F in repair for 110mm bore PVC (SWR) junction single, (Single T) equal or unequal fitting as reqd to make the system functional complete all as specifed and as directed by Engr-in-charge.

S & F in repair 110mm bore PVC (SWR) vent cowl fitting as reqd to make the system functional complete all as specifed and as directed by Engr-in-charge.

S & F in repair for 75mm bore PVC (SWR) pipes single socketed , in any length with rubber ring joints, laid in trenches or in floors or fixed on wall upto height 10 mtr etc complete all as specifed and as directed by Engr-in-charge.

S & F in repair for 75mm bore PVC (SWR) bends, or similar fitting are required to make the system functional complete all as specifed and as directed by Engr-in-charge.

S & F in repair for 75mm bore PVC (SWR) junction single, (Single T) equal or unequal fitting as reqd to make the system functional complete all as specifed and as directed by Engr-in-charge.

M & L for 75mm bore PVC (SWR) floor trap/nahani trap, plain with grating including jointing with solvent cement complete all as specified and as directed by Engr-in-charge.

S & F stack clamps out of 50mmx5mm flat iron and 16mm dia round iron stays including nuts & bolts for securing ends of stay to wall for 100mm bore CI pipes complete all as specifed and as directed by Engr-in-charge.

All as per item sr 35 above but 75mm bore

Demolition of cement concrete (un-reinforced) of any description and in any position not otherwise specifically provided for and removing the debris outside defence land complete all as specifed and as directed by Engr-in-charge.

M&L for filling broken brick bats not exc 63mm as in sunken portion including grouting in CM (1:6) complete all as specified and directed by Engr-in-charge.

M & L for water proofing treatment to sunken floor with the following course of treatment/ specification: (a) First layer of slurry of cement at the rate of 0.488 kg/sqm mixed with acrylic based polymer, modified cementitous composite compound at the rate 0.253 kg/sqm. This layer will be allowed to air cure for 04 hours. (b) Second layer of slurry of cement at the rate of 0.242 cementitous composite compound at the rate of 0.126 Kg/sqm. This layer will be allowed to air cure for 04 hours followed with water curing for 48 hours. (c) The rate include aration of surface, treatment and sealing of all joints, corners, junctions of pipe and masonry within polymer mixed slurry. (d) This statement shall be provided after provision of cement plaster mixed with WPC and synthetic fibres while concrete is still green. (e) 200 micron thick polythene film pasted with the help of adhesive shall be provided over above treatment.

M&L for 25mm thick cement concrete type B-0, 1:2:4 (using 12.5mm graded aggregate) as in flooring finishing the cement finished rough complete all as specified and as directed by Engr-in-charge.

M&L 50mm thick PCC type B-1, 1:2:4 (using 20mm graded stone aggregate) Finished even & smooth using extra cement complete all as specified and as directed by Engr-in-charge.

S & F in repair for vitreous china squatting pan, orissa pattern, size 580 x 440mm white, with integral foot rests (excluding flushing cistern and flush pipe) including 'P' or 'S' trap & PVC flushing bend fixed complete all as specifed and as directed by Engr-in-charge.

S & F in repairs for vitreous china wash down water closet pan, pedestal pattern, white, including PVC flush pipe fixed complete including connection to existing cistern including 'P' or 'S' trap complete all as specifed and as directed by Engr-in-charge.

S & F in repairs for Plastic water closet seat white closed pattern with flat bottom and cover and mild steel chromium plated hinging device any type (as per site requirement any type any size), ISI marked fixed complete all as specifed and as directed by Engr-in-charge.

S & F in repairs for PVC valveness, symphonic action type, flushing cistern 10 liters capacity, low level, white with inlet ball valve, float and handle including brackets.

S & F in repairs for PVC waste pipe 32mm dia, complete with 80cm long flexible for WHB/Urinals/Sink fixed complete all as specifed and as directed by Engr-in-charge.

S & F in repair for 15mm bore stop valve, cast copper alloy, screwed down,, high pressure with crutch or butterfly handle, screwed both ends for iron pipe or for union and fixed complete all as specifed and as directed by Engr-in-charge.

S & F in repairs for Chromium plated brass angle valve for 15mm bore pipe, fixed complete all as specifed and as directed by Engr-in-charge.

S & F in repairs bib tap, chromium plated with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed 15mm bore complete all as specifed and as directed by Engr-in-charge.

S & F in repairs for PVC connection 15mm dia and 45cm long with 2 Nos PTMT nuts, fixed complete all as specifed and as directed by Engr-in-charge.

S & F in repairs for PVC connection 15mm dia and 60 cm long with 2 Nos PTMT nuts, fixed complete all as specifed and as directed by Engr-in-charge.

S & F in repair grating doom 125mm dia with waste hole of PTMT (min wt 40g) all as specifed and as directed by Engr-in-charge.

S & F in repair Health faucet (ABS body) mild steel chromium plated suitable for 15mm dia pipe with 1.25 mtr long flexible tube and ABS wall hook including making connection and fixed in position complete all as specifed and as directed by Engr-in-charge.

S & F in repairs for fancy pillar taps, cast copper alloy with capstan heads, chromium plated, screwed down high pressure , with or without lettered Hot or Cold with long screwed shanks and fly nuts, screwed for iron pipe and fixed for 15mm bore etc complete all as specifed and as directed by Engr-in-charge.

S & F in repairs for vitreous china wash basin, white, flat back size 550x400 excluding taps, waste chain and plug and porecelain stopper but including bracket any size and waste coupling of PTMT, including cutting for and pinning in ends of bracket or erecting stand execlusive of fixing of supply and waste pipe etc fixed complete all as specifed and as directed by Engr-in-charge.

S & F 15mm bore tubes, 'medium grade' galvanised, with all fitting and fixed complete to wall and ceiling or laid in floors including necessary cutting chasing into wall/concelled including taking down old steel tubing etc complete all as specified and as directed by Engr-in-charge.

M & L for Non-skid coloured ceramic tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.11 Sqm but not exceeding 0.18 Sqm over & including 15mm thick screed bed or bedding layer in CM 1:6 for laying floor finishes, set and jointed in neat cement slurry and poited in white or coloured cement to match including dismantling and removing the debris outside the defence land complete all as specified and as directed by Engr-in-charge.

M & L for Glazed coloured ceramic tiles External/Internal in vertical surface 300 mm x 450mm x 7mm/ 300mmx600mmx7mm thick over & including 10mm thick rendering in CM 1:4 set and jointed in neat cement slurry and pointed in white or coloured cement to match including dismantling and removing the debris outside the defence land complete all as specified and directed by Engr-in-charge.

Demolition of cement concrete (unreinforced) in ground floors and pavings n. exc 15cm thickness (below of above ground level) and removing the debris outside the defence land complete all as specifed and as directed by Engr-in-charge.

M & L for plain cement concrete type D-2 (1:4:8) (using 40mm graded stone aggregate) as in sub base complete all as specifed and as directed by Engr-in-charge.

M & L for plain cement concrete (1:2:4) type B-2, 100mm thick (using 40mm graded stone aggregate) finishing cement concrete surface even and smooth without using extra cement complete all as specified and as directed by Engr-in-charge.

M & L for plain cement concrete (1:3:6) type C-2, 75mm thick (using 40mm graded stone aggregate) finishing cement concrete surface even and smooth without using extra cement complete all as specified and as directed by Engr-in-charge.

M & L for Chequered cement concrete rubber moulded coloured tiles glossy finish 300mm x 300mm x 25mm thick , set jointed and pointed in neat cement slurry in floors over and including 20mm thick screed bed of cement mortar (1:4) including pointing with white cement with pigment to match the shade of tiles including demolition of existing tiles and removing the debris outside the defence land complete all as specifed and as directed by Engr-in-charge.

M & L for cement concrete (1:2:4) type B-1 (using 20mm graded stone agg) as in bed block, benching, kerb, mud stop, rounded or chamferred on edges, coping including necessary formwork wherever required complete all as specifed and as directed by Engr-in-charge.

M&L for Rubber moulded coloured glossy finish (Red, Yellow & Black) precast concrete interlocking paver blocks with grey cement and pigment any shape and size, shade as approved by GE, 60mm thick conforming to IS 15658-2006 M-35 grade and interstices filled with sand including 40mm thick sand cushion and including demolition of existing tiles and removal outside the MoD land complete all as specified and as directed by Engr-in-charge.

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

M & L for cement concrete (1:2:4) type B-2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and as directed by Engr-in-charge.

Dismantling posts or struts embedded in Concrete, brick work, masonary, etc (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground complete all as specified and as directed by Engr-in-charge.

Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specifed and as directed by Engr-in-charge.

S & F for Joist,channel, angle/steel flat or tee section fixed independly without connecting plates etc (cut to ordinary length) Fe 410-W (gde-E-250 quality A) etc

Dismantling fencing wire mesh, any type, size and any position and removing the unserviceable wiremesh from work site as desired by Engr-in-charge.

Supply only Chain link MS galvanised fencing, any size or type, complete all as specified and directed by Engr-in-charge.

Fixing only chain link fencing including line wires, 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 by Engr-in-charge.

S & F for Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins including taking down etc. as directed (each line wire to be measured) complete all as specified and as directed by Engr-in-charge.

Fixing only Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins etc. as directed (each line wire to be measured) complete all as specified and as directed by Engr-in-charge.

S & F for mild steel Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; 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 as directed by Engr-in-charge.

Demolition of brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework and precast concrete articles and removing the debris outside the defence land complete all as specified and as directed by Engr-in-charge.

M & L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar (1:4) etc complete all as specified and as directed by Engr-in-charge.

All as per item No 78 above but except stone complete all as directed by Engr-in-charge.

M & L for pre-cast cement concrete solid block masonry with solid block of the grade Type C-1, (1:3:6) using 20mm graded aggregate set in CM (1:4) complete all as directed by Engr-in-charge.

M & L Brick work with fly ash old size bricks, straight or curved on plan exceeding 6m mean radius, built in cement mortar 1:4 in any position, complete all as specifed and as directed by Engr-in-charge.

M & L for 15mm thick Rendering on brick /concrete surface in CM 1:4 with water profing compound finishing even & smooth without using extra cement and similar like etc complete all as specifed and as directed by Engr-in-charge. (Note : water proofing compound shall be measured & paid separetely)

Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints as specified of random rubble walling, coursed, hammer dressing with maximum depression on face from straight edge held against the dressed surface n.exc 40mm on lime/sand stone all as specified and directed by Engr-in-charge.

M&L for Raised pointing to RR masonry in CM 1:4 all as specified and directed by Engr-in-charge.

Taking down steel / iron gates area not exc 10 Sqm each including hold fasts and re-fixing the gates in the same opening including shifting and fixing of existing holdfast in plain cement concrete (1:2:4), type B-1 after raising the gate level including greasing, painting and other necessary minor repairs complete all as specified and as directed by Engr-in-charge.

M & L for Framed work as in doors or gates of angle or other section (i.e flat/tubular/any shape) with gusset plates, rails, braces of Fe-410-W (Gde-E-250) quality-B, etc. complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges/holdfast or steel hanging door fittings in plain cement concrete (1:2:4), type B-1 (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and as directed by Engr-in-charge.

S & F for 1mm thick Mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc as per required at site complete all as specified and as directed by Engr-in-charge.

M & L for preparation of new or previously untreated steel surface of any description over 10cm in width or girth and applying two coat of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engr-in-charge.

M/S KISHAN CONSTRUCTION

VP DEVELOPERS AND CONTRACTOR

MAHESH DADAJI BACHHAV

DARSHAN ENTERPRISES

V.R.PRAJAPATI AND CO.

M/S SANDEEP CONSTRUCTION COMPANY

M/S JAYCONSTRUCTION CO

S.R.M.K Enterprises

Shri Sant Cosntruction