REPAIR TO DRAIN, CULVERT, COMPOUND WALL, FENCING, GATE IN ZONE C AREA AND REPAIR AND CLEANING OF SEWAGE LINE, MANHOLES, SEPTIC TANK AND OTHER SEWAGE WORK UNDER AGE BR-I OF GE (EAST) JABALPUR

Amount

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, drain etc n.exc 10 sqm on plan and n.exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed.

Excavation in trenches n.exc 1.5 m wide and n.exc 3.0 m in depth for foundation etc or for shafts well cesspit, maholes, pier holes etc n.exc 10 sqm on plan in soft /loose soil complete all as specified and as directed.

Excavating in post holes or single 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 25 cm watering and removing surplus soil to a distance n.exc 50 m and making good surface of any type of soil complete all as specified and directed.

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

Demolition of cement concrete (unreinforced) in ground floor and paving n.exc 15 cm thickness (below or above ground level) complete all as specified and directed.

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

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

M&L for broken bricks or brick bat loose filligs with aggregate of gauge 80 to 150 mm in soakage pits, soakage well complete all as specified and directed.

Removing excavated material (soils) n.exc 50 m & depositing where directed at level n.exc 1.5 m above the starting point complete all as specified and directed.

Returning filling in including, spreading, levelling, watering and well ramming in layers n.exc 25 cm in soft/loose soils complete all as specified and directed.

Demolition and breaking up drain pipes of 150 mm internal dia of bore SGSW, AC or reinforced concrete pipe set in cement mortar complete all as specified and directed.

Demolition and breaking up drain pipes of 200 mm internal dia of bore SGSW, AC or reinforced concrete pipe set in cement mortar complete all as specified.

Demolition and breaking up drain pipes of 300 mm internal dia of bore SGSW, AC or reinforced concrete pipe set in cement mortar complete all as specified and directed.

M&L for concrete bed to drain pipes including packing under and haunching against the sides of pipes after the air laid and tested in cement concrete 1:3:6 type C-2 for bore of pipes 150 mm dia complete all as specified and directed.

M&L for concrete bed to drain pipes including packing under and haunching against the sides of pipes after the air laid and tested in cement concrete 1:3:6 type C-2 for bore of pipes 200 mm dia complete all as specified and directed.

M&L for concrete bed to drain pipes including packing under and haunching against the sides of pipes after the air laid and tested in cement concrete 1:3:6 type C-2 for bore of pipes 300 mm dia complete all as specified and directed.

Supply, laying and jointing 150 mm nominal bore dia double wall corrugated (DWC) pipes class SN-4 confirming to IS-16098:2013 (Part-2) l, stiffness with and including necessary jointing materials complete all as specified and directed.

Supply, laying and jointing 200 mm nominal bore dia double wall corrugated (DWC) pipes class SN-4 confirming to IS-16098:2013 (Part-2) l, stiffness with and including necessary jointing materials complete all as specified and directed.

Supply, laying and jointing 300 mm nominal bore dia double wall corrugated (DWC) pipes class SN-4 confirming to IS-16098:2013 (Part-2) l, stiffness with and including necessary jointing materials complete all as specified and directed.

M&L for PCC 1:2:4 type B-1 using 20 mm graded crushed stone aggregate as in cills, PCC blocks, kerb/coping, bed plates, seismic and other similar bands, plinth bends, etc including weathering slightly rounded or chamfered angles and throuting, inclusing necessary form work etc complete all as specified and directed.

M&L PCC 1:2:4 type B-1 using 20 mm graded crushed stone aggregate in landings, cover slabs (for manholes etc) shelves and similar articles with plain faces and set in CM 1:4 complete all as specified and directed.

M&L for providing precast cement concrete 1:2:4 type B-0 using 12.5 mm graded crushed stone aggregate as in louvers and jallies, 50 mm thick (measured solid) set CM 1:4, including all mouldings but excluding frame complete all as specified and directed.

M&L for cement concrete 1:3:6 type C-2 using 20 mm graded crushed stone aggregate as in surface channels and drains complete all as specified and directed.

Demolition of brickwork or stone/ boulder masonry, built in cement mortar or cement line mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, built in cement mortar complete all as specified and directed.

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

All as per srl item No 25 here-in-before except bricks complete all as specified and directed.

M&L for brick work with sub class 'B' bricks in one brick thick honey comb walling, built in CM 1:4 complete all as specified and directed.

Taking down cement plaster of any description including racking out joints for key scrubing with water etc complete all as specified and directed.

Rendering 10mm thick in CM 1:6 on concrete surfaces finished even and fair without using extra cement complete all as specified and directed.

M&L for rendering on fair faces of brick work or concrete surface of wall 15 mm thick in CM 1:4 and to be finished even and smooth with out using extra cement complete all as specified and directed. Note - WPC shall be measured and paid separetely.

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

M&L extra for forming fair finished drain or channel n.exc 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified and directed.

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

M&L Mild steel TMT bars 6 to 8 mm and over upto and including 10 mm dia in stirrups, spacers and binders 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 0.9 mm dia complete all as specified and directed.

Use & waste for form work to soffits of suspended slab such as roof slab, floor slab, landing and similar work; n.exc 200 mm thick horizontal or sloping, finished fair and even complete all as specified and directed.

Use and waste of form work to faces of walls, retaining walls, abutments, parapets and staircases, railing and similar work including attached pillasters, buttresses etc vertical or to batter fair finished surface of concrete 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 225 mm internal dia of pipe complete all as specified and directed.

Supply only Water proofing compound (ISI mark) complete all as specified and directed.

Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc, including cleaning or refixing or removal to store (measured overall as fixed along the centre line over fittings and accessories) complete all as specified and directed.

S&F PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls or trenches, 110 mm bore complete all as specified and directed.

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

S&F PVC (SWR) bends any radius 110 mm bore complete all as specified and directed.

S&F PVC (SWR) bends any radius 75 mm bore complete all as specified and directed.

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

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

S&F 75mm bore PVC (SWR) junction single, (Single T) equal or unequal with access door complete all as specified and directed.

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

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

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

S&F PVC (SWR) gully trap 125 x 110 mm setting and jointing with solvent cement complete all as specified and directed.

Removal of sludge from septic tanks / manholes of any size and depth and burying the sludge in pits with suitable depth & filled by earth out side the building perimeter including earth work and removal of surplus soil including dewatering of water complete all as directed. Note - Dewatering of water or mud shalll not be paid only sludge to be paid.

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 cleaning/desludging and removing foreign materials to a distance up to 50 metres to the entire satisfaction of Engineer-in-Charge. Note : (a) Contractor shall detail his supervisor to office of AGE B/R-I daily by 9.00 AM who will report to concerned JE B/R /Engineer-in-Charge to receive all complaints of entire area divided in two parts i.e. Md accn & OTM accn under this contract. (b) Contractor shall provide service providers (sweepers) separately for both the areas as per the complaints list given alongwith all requisite tools, equipments, including safely measures for attending complaint and ensure completion report by 5.00 PM same day. (c) Complaint/blockage cleared in one building in a day may be for WC, bath, kitchen, floor/nahani traps etc shall be treated as one complaint. (d) Please note that all the complaints relating to internal sewage (WC/bath/kitchen etc) shall be attended within same day (within 12 hour). (e) In case any complaint pertaining to inside the building (WC/bath/kitchen) is not attended by 12.00 hours. A penalty @ Rs. 100% complaint shall affected from contractor payments.

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 by mechanically including desludging of manhole /sewage line where required and odered by Engineer-in-Charge 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. Note : (a) Contractor shall detail his supervisor to office of AGE B/R-I daily by 9.00 AM who will report to concerned JE B/R /Engineer-in-Charge to receive all complaints of entire area under this contract. (b) Contractor shall provide service providers (sweepers) as per the complaints list given alongwith all requisite tools, equipments, including safely measures for attending complaint and ensure completion report by 5.00 PM same day. (c) Please note that all the complaints relating to sewage line shall be attended within same day (within 12 hour). In case of blockage in sewage line could not be detacted/completed same day and concerned JE/Engineer-in-Charge is satisfied to the efforts applied but the same shall be attended and all blockage must be cleared by 24 hours (next day by 5.00 PM) without fails. (d) In case any complaint pertaining to clearing of blockage in sewage line is not removed /cleared within 24 hours (next day 5.00 PM). A penalty @ Rs. 200/- per complaint shall affected from contractor payments. (e) Blockage cleared between two man holes irrespective of length in between shall be treated as one complaint.

Cleaning of septic tank by removing septic tank cover, pumping out fluid, removing, sludge/sediments by mechanical means, transporting the fluid/sludge etc in covered containers by manually or mechanically and burying the same in pits where directed including necessary excavation refill and disposal of surplus soil etc complete, cleaning of septic tank with water placing the covers intact, removing bush/vegetation near by septic tank to an extent of 3 mtrs around all as directed by Engr-in-Charge.

Upto 50 User Septic tank capacity complete all as specified and directed.

More than 50 user and upto 100 User septic Tank capacity complete all as specified and directed.

More than 100 user and upto 250 User septic Tank capacity complete all as specified and directed.

More than 250 user and upto 400 User septic Tank capacity complete all as specified and directed.

Cutting of grass, growth/ vegetations, bushes or like and similar work and making the workable space for carrying out cleaning of sewage line/ manholes in any location or condition 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 primer on walls complete all as specified and directed.

Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground complete all as specified and directed.

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

Dismantling fencing wire mesh/chain link any type complete all as specified and directed.

S&F 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/welding, etc, and similar work conforming to Fe-410-0 or Fe-310-0 complete all as specified and directed.

Supply only chain link MS galvanisd fencing, any size or type complete all as specified and directed.

Fixing only chain link fencing including line wires, 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 framed work as in doors or gates (Ornamental/ Design type ) of angle or other section with gusset plates, rails, braces, etc, complete, drilled for fixing of steel sheeting or other coveringin Fe 410-W (Gde- E-250) quality-A . Doors, etc to be prepared for hanging or sliding with and including either hooks and pintle hinge or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; including errection and fabrication also fastening and fixing complete all as specified and directed.

M&L for form work to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams, and similar work, vertical or to batter rough finished surfaces of concrete complete all as specified and directed.

M&L for RCC nominal mix 1:2:4 using 20 mm graded crushed stone aggregate as in coulmfoundation, including rafts, footings, foundation beams, plinth beams bases for column etc basement slabs under reamed piles and mass concrete complete all as specified and directed.

M&L for form work to sides of pillars, posts, struts, piers, columns and stanchians to rough finished surfaces of concrete complete all as specified and directed.

M&L for reinforced cement concrete Design Mix M-25 using 20 mm graded crushed stone aggregate in columns, pillars, peirs, posts and struts complete all as specified and directed.

Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc rough finished surfaces of concrete completed all as specified and directed.

M&L for reinforced cement concrete Design Mix M-25 using 20 mm graded crushed stone aggregate in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed.

S&F in repairs Galvanised 2 strand, steel barbed wire 2.24 mm dia barbed with 2mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails straining 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 directed.

M&L mild steel bolt machine made with hexagonal or square beads at one end and screwed the other or screwed both ends each screwed and to be fitted with washers and one hexagone or square but length of bolt exc 5 cm but n.exc 10 cm long dia shall be of 5 to 1 0mm dia complete all as specified and directed.

M&L for preparing new steel surfaces and applying two coat of synthetic enameled paint over a coat of red oxide primer exc 10 cm width or girth complete all as specified and directed.

M&L for painting to steel and iron surfaces of any description, over 10 cm width or girth, not otherwise described with two coats of black bituminous paint over a coat of red oxide primer including preparation of surfaces complete all as specified and directed.

M&L for PCC 1:4:8 type D-2, 75 mm thick using 40mm graded crushed stone aggregate as in sub base complete all as specified and directed.

S&F glossy finished chequered cement concrete tiles 20cm x 20cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors over 15 mm thick screed bed in CM 1:6 complete all as specified and directed.

Schedule of credit amount of Rs. 1,39,885.00 to be deducted during AOC

M/S BHARTI ENTERPRISES

M/S CHETAN PRAKASH GOYAL

S K TRADERS

A S CONSTRUCTION CO.

J.P ENTERPRISES