CLEANING REPAIR AND MAINTENANCE OF SEWAGE LINE SEPTIC TANKS MANHOLES SOAK WELLS COVER SLABS BOUNDARY WALL FOOTPATH DRAINS ETC AT OFFRS MD ACCN SCC PMP SUB AREA MI ROOM AND OTHER MINOR UNITS AT SI LINES 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 fly ash brick work with modular 'B' bricks in CM 1:6 using modular bricks straight or curved on plan to any radius including demolition old brick work build in any type of mortar complete all as specified and directed.

M&L for fly ash brick work with modular 'B' bricks, straight or curved on plan to any radius in half brick thick walls using modular bricks build in CM 1:4 including demolition old brick work build in any type of mortar complete all as specified and directed.

M&L for providing cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate in cills, seismic and other similar bands, plinth courses, copings, bed plates, bond stones, etc including weathering, slightly rounded or chamfered angles and throating as directed including necessary form work including demolition of concrete in ground floors and pavings (unreinforced) n.exc 15 cm thickness (below or above ground level) complete all as specified and directed.

M&L for reinforced cement concret (nominal mix) type B-1 1:2:4 (using 20mm graded stone aggregate) slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in the shelves and the like etc including demolition of reinforced concrete in ground floors and pavings n.exc 15 cm thickness (below or above ground level) complete all as specified and directed.

M&L for 15mm thick rendering in two 15mm thick in CM 1:4 on fair faces of brick/concrete surfaces finished even and smooth without using extra cement including taking down of existing old plaster on brick or stone walls/ceiling etc complete all as specified and directed.

M&L for preparation of newly plastered surfaces and applying two coats of cement base paint on wall surfaces complete all as specified and directed.

Excavation in post holes, in hard or dence 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 n.exc 25cm, watering, complete all as specified and directed.

Dismantling of 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 work, etc.) complete all as specified and directed.

M&L for PCC 1:3:6, type C2 using 40 mm graded stone aggregate in foundation, filling and mass concrete as in boundary pillars and post etc complete all as specified and directed.

S&F of mild steel works as in fencing, posts and struts embedded in stone masonry/bricks works including cutting tops to shape as directed, drilling holes, notching for wire mesh, etc., flat iron fillets (for securing wire mesh etc) including all necessary drilling, bolting or riviting, etc. and similar work conforming to Fe-410 or Fe-310-0 complete all as specified and directed.

Supply only chain link mild steel galvanised fencing, any size or type complete all as specified and directed.

Fixing only chain link mild steel galvanised fencing, any size or type including dismantling old rusted/broken fencing complete all as specified and directed.

S&F in repairs PVC coated, mild steel, galvanised chain link fencing of dia 3 mm excluding coating and mesh size 75 x 75 mm or less of any type of standard, rail straining bolts etc including provision of binding wire complete all as specified and directed.

S&F of mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n.exc 5 cm long (diameter of neck in 11 to 15 mm) complete all as specified and directed.

S&F in repairs galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbed at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or bying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) including dismantling old rusted/broken wires complete all as specified and directed.

S&F of pre-painted galvatume aluminium zinc coating GI based corrugated steel sheet of 0.50mm thick (AZ 150 of GSM) of any colour having tensile strength of 550Mpa as in roof covering/cladding to wall fixed with self tapping screws including dismantling asbestos cement (corrugated, semi corrugated etc) sheets including ridges in roof covering complete all as specified and directed.

All as per item No 16.00 here-in-before but for plain sheeting, in ridges

M&L for 2mm thick, fibre glass reinforced translucent corrugated sheeting with two corrugations side lap fixed with L type or J type or cranked hook bolts including dismantling of asbestos cement (corrugated, semi corrugated, etc) sheets including ridges in roof covering complete all as specified and directed.

M&L for poly carbonated sheet 6 mm thick sid lap fixed with L type or J type or cranked hook bolts including dismantling of asbestos cement (corrugated, semi corrugated, etc) sheets in roof covering complete all as specified and directed.

M&L for 25mm thick cement concrete type B-1 1:2:4 (using 20 mm graded stone aggregate) as in flooring complete all as specified and directed.

M&L for screed bed or beding layer of mortar 15mm thick for laying floor finish in CM 1:4 complete all as specified and directed.

M&L for screed bed or beding layer of mortar 10mm thick for laying floor finish in CM 1:4 complete all as specified and directed.

M&L for 600 x 600 mm parking joint free, colour tiles, acid resistant of 15mm thick vitreous ceramic, unglazed, set jointed and pointed in chemical resistant mortar, resin type, in floor etc including demolition old tiles laided any type of mortar complete all as specified and directed.

M&L for 600 x 600 mm parking joint free, colour tiles, acid resistant of 15mm thick vitreous ceramic, unglazed, set jointed and pointed in chemical resistant mortar, resin type, as in vertical surfaces such as skirting, risers to steps, etc including demolition old tiles laided any type of mortar complete all as specified and directed.

M&L for endura joint free, colour tiles 8 to 10 mm thick (square/rectangular) area of each tiles n.exc 0.11 sqm, in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match shade of tiles including demolition old tiles laided any type of mortarcomplete all as specified and directed.

M&L for endura joint free, colour tiles 8 to 10 mm thick square/rectangular) area of each tiles n.exc 0.11 sqm, as in vertical surfaces such as skirting, risers to steps, etc set and jointed in neat cement slurry and pointed in white or coloured cement to match tiles including demolition old tiles laided any type of mortar complete all as specified and directed.

M&L for stone walling of random rubble, brought upto courses, well bonded, bedded and solidly hearted, built in CM (1:6) including dismantling of tiles/stone slabs of any description or thickness in floors, aprons etc laid bedded and pointed in any mortar complete all as specified and directed.

Supply integral water proofing compound complete all as specified and directed.

M&L for machine pressed precast concrete interlocking paver block (reflective type) any shape and size with grey cement and pigment confirming to IS:15658-2006 of 60mm thickness, M-35 grade including dismantling of tiles/stone slabs of any description or thickness in floors complete all as specified and directed.

All as per item No. 29.00 here-in-before but for 80mm thickness, M-40 grade.

M&L for sand filling under paver blocks including spreading, leveling, watering and well ramming in layer thickness of 50 mm complete all as specified and directed.

M&L for taking out old existing interlocking paver blocks any thickness, size & type from the existing location including sand, dust, stacking properly the serviceable tiles for reuse, removal of the unserviceable materials and disposal of low lying areas at a distance n.exc 250m and relaying the paver blocks by providing 50 mm thick stone dust cushion and joints filled with sand complete all as specified and directed. Note:- The quoted rate is deemed to be included for coarse, sand and dust as required at site.

M&L for PCC 1:4:8, type D2 (using 40 mm graded stone aggregate) 75 mm thick as in sub base of flooring including demolition of cement concrete in ground floor and pavings n.exc 15 cm thickness (below or above ground floor) complete all as specified and directed.

M&L for mild steel 1.60 mm, 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 40mm lap joints with riveted or welded seams including bending or turning up, mitred angles, etc. as required complete all as specified and directed.

S&F of mild steel, hold fast conforming to Fe-290-Gde-E-165 complete all as specified and directed.

S&F of framed work such as grills, gratings, steel gate, purlin etc., with ends of bars shouldered and/or riverted or forged into spikes framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tanks and similar work conforming to Fe 290 gde E-165 complete all as specified and directed.

M&L for preparation of new steel surface of any description and applying two coats of synthetic enamel paint over one coat of red oxide, zinc chrome primer complete all as specified and directed.

M&L for preparation of old decorated surface of wall including brooming, scrapping down old paint by using sand grit paper and applying two coats of cement based paint complete all as specified and directed.

M&L for steel work in tubular/angle trusses including special shaped washers, purlins, rafters, posts etc using ERW or induction butt welded tubes conforming to IS-1161-1979 Grade St-240 complete all as specified and directed.

M&L for providing and fixing stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts including fixing the railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of floor or the side of waist slab with suitable arrangement including dismantling complete all as specified and directed.

M&L for cutting holes in brick walls exc half brick but n.exc one brick walls built in CM for inserting hold fasts and making good dismantled portion in CM 1:3 or cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as required complete all as specified and directed.

M&L for 50 mm thick sand stone slabs in foothpath, sunshades, chajjas, shelves, cills, landings, cover stones, templates, etc, n.exc. 2m in length, punched dressed on face and along exposed edges, self faced on other side and set and pointed in cement mortar 1:4 complete all as specified and directed.

M&L for providing precast cement concrete louvres and jallies, 35mm thick (measured solid) using 1:2:4 type B-0 using 12.5mm graded stone aggregate including all mouldings but excluding frame complete all as specified and directed.

M&L for providing reinforced cement concrete type B-1, 1:2:4 (20 mm graded stone aggregate) in precast posts, fencing posts, straining or terminal posts, struts etc. for fencing, average sectional area in exc 100 Sqcm with or without chamfered angles and flat, splayed, rounded or mitred tops and fixed complete all as specified and directed.

M&L for granite tiles of 15-18 mm thick on vertical surface such as skirting, dado, steps, wash hand basin table top, flooring, kitchen slab, machine cut beddded 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 laided over including screed bed or bedding layer of 15 mm thick back coat in CM (1:6) complete all as specified and directed.

M&L for machine cut, kota stone slab flooring and skirting 18-20 mm thick laid over including 15 mm thick screed bed in CM 1:6 and jointed with grey cement slurry mixed with pigment to match the shade of the slab including mirror polishing complete all as specified and directed.

Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms, moulds, initered/stopped ends complete all as specified and directed.

All as per item No. 47.00 here-in-before but add or deduct for each 25mm girth or part there of over or under 30cm for forming fair finished drain.

M&L for providing precast cement concrete kerb stones/apex stones etc in PCC 1:2:4 type B1 (using 20 mm graded stone aggregate) and set in cement mortar 1:4 complete all as specified and directed.

M&L for cement concrete 1:3:6, type C2 using 40mm graded stone aggregate in plinth protection, 75mm thick, finished even and smooth without using extra cement, including making joints 12mm wide to the full depth of PCC at every 3 meters and at every change of direction and filling the same with and including bitumen and sand 1:3 by weight complete all as specified and directed.

S&F in repairs 75 mm PVC(SWR) pipes, single socketed in any length with rubber rings joints laid in trenches or in floors including taking down eaves gutters and rain water pipes (any size or pattern) complete all as specified and directed.

S&F in repairs PVC(SWR) 110mm pipes, single socketed in any length with rubber rings joints laid in trenches or in floors including taking down eaves gutters and rain water pipes (any size or pattern) complete all as specified and directed.

S&F in repairs 75mm PVC(SWR) bend complete all as specified and directed.

All as per item No. 53.00 here-in-before but for size 110 mm.

Welding in repairs n.exc 2.5cm in length n.exc 6mm thickness of metal to be welded complete all as specified and directed.

M&L for excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth beyond for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes etc n.exc 10 sqm on plan and not 1.5 m depth and getting out soft/loose soil complete all as specified and directed.

Returning, filing in, excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm etc complete all as specified and directed.

Removal of excavated soil n.exc 50 m and depositing where as directed at a level n.exc 1.5 m above the starting points etc complete all as specified and directed.

M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe laided and tested for 150 mm bore of pipe with cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate complete all as specified and directed.

M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe laided and tested for 200 mm bore of pipe with cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate complete all as specified and directed.

M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested for 300 mm bore of pipe with cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate complete all as specified and directed.

M&L for SGSW drain pipes laided in trenches of 150 mm internal diameter of pipe and jointed including demolition old pipe complete all as specified and directed.

All as ser Item No 62.00 here-in-before but 200 mm internal dia of pipe complete.

All as ser Item No 62.00 here-in-before but 300 mm internal dia of pipe complete.

M&L for reinforced concrete pipes, class NP-3, laid and jointed with collars of 150 mm bore of pipe including demolition of old pipe complete all as specified and directed.

All as ser Item No 65.00 here-in-before but 200 mm internal dia of pipe.

All as ser Item No 65.00 here-in-before but 300 mm internal dia of pipe.

M&L for laying DWCP HDPE 150mm dia pipes in trenches class SN-8 conforming to IS 16098 (Part-2) in 6 mtr length with coupler including demolition complete all as specified and directed.

All as ser Item No 68.00 here-in-before but 200 mm internal dia of pipe.

All as ser Item No 68.00 here-in-before but 300 mm internal dia of pipe.

M&L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in surface channels and drains complete all as specified and directed.

M&L for broken bricks of gauge n.exc 63 mm for loose filling in sokage pit, sokage wells complete all as specified and directed.

M&L for cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ section) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching as required for 150 mm internal dia of pipe complete all as specified and directed.

M&L for cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ section) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching as required for 200 mm internal dia of pipe complete all as specified and directed.

M&L for precast cement concrete 1:2:4, type B1 using 20 mm graded stone aggregate as in landings, cover slab (for manholes etc.) and similar work including necessary form work and set in CM 1:4 complete all as specified and directed.

M&L for mild steel, TMT bar, 10mm dia and over, cut to length, bent to shape as required including cranking, bending spirally for hoping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

S&F of mild steel, TMT bars of 6mm to 8mm dia cut to length bent, to shape as required including cranking, bending and binding with mild steel wire aunealed not less than 0.9mm dia complete all as specified and directed.

Use & Waste form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work n.exc 200 mm thick (horizontal or sloping) for rough finished flat surface of concrete complete all as specified and directed

Use & Waste form work to edges of concrete flats, treads breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roof and sides of bands in walls, horizontal or sloping and similar work for rough finished concrete surface exc 10 cm but not exc 20 cm wide complete all as specified and directed.

M&L for removal of sludge/ sludge water by mechanical mean through suction from septic tanks / manholes and burying the sludge in pits of suitable depth and filled by earth (earth shall be transported from out side the MD land) complete all as directed for the following capacity Users:- Note: Cleaning shall be done on same day by the contractor using his own T&P as per the requirement.

(a) 10 to 25 users capacity

(b) exc. 25 users but n.exc. 50 users capacity

(c) exc. 50 users but n.exc 100 users capacity

M&L for clearing & removal of blockage, of any type in WC, bathroom, kitchen including floor/ nahani traps, soil waste/ vent pipes, gully trap upto 1st manhole, in any situation by way of flushing, rodding or any other means as per site requirement for free flow of water through line and removing rubbish to a distance up to 50 metres as directed. Note: (a) Contractor shall receive complaints from the office of AGE B/R I SI Lines daily by 9.00 AM to receive all complaints of entire area seperately i.e. Md accn & OTM accn. (b) Contractor shall employ service providers (sweepers) separately for both the areas for attending the given complaints alongwith all requisite T&P and ensure completion report by 5.00 PM on same day. (c) Complaint/blockage cleared in one building in a day shall be treated as a single complaint. (d) Non attending of complaint within 12.00 hours, penalty @ Rs. 100 per complaint shall affected from contractor payments.

M&L for clearing & removal of all blockage in sewage line of any dia of sewer lines, manholes of any section and any depth, in any situation by way of cleaning / desludging foreign materials as well as blockage of sewage line in between successive manholes manunally / mechanically including desludging of manhole /sewage line where required/ ordered and keeping sewer line functional, upto final drop/outlet into septic tank /central sewage system terminating in other joining zone/ area or into sewage wells complete all as specified and directed. Note: (a) Contractor shall receive complaints from the office of AGE B/R I SI Lines daily by 9.00 AM to receive all complaints of entire area ubder this contract. (b) Contractor shall employ service providers (sweepers) for attending the given complaints alongwith all requisite T&P and ensure completion report by 5.00 PM on same day. (c) Non attending of complaint/ clearing of blockage in sewage line within 24.00 hours, penalty @ Rs. 100 per complaint shall affected from contractor payments. (d) Blockage cleared between two man holes irrespective of length in between shall be treated as one complaint.

M&L in repair PVC (SWR) gully trap, 125/110 mm, setting and jointing with solvent cement complete all as specified and directed.

M&L for mechanically pumping out sewage liquid water from septic tanks/manholes of any size and depth and removal the same to distance n.exc 50m out side of the building perimeter including any type of T&P required etc. dewatering of water complete all as directed and directed

Deduct Schedule of credit (calculation will be done off line) Rs. 76445.00

sachinder singh (BID ID -3387700)

RAJPATI CONSTRUCTION (BID ID -3369621)