REPAIR REPLACEMENT OF SEWAGE LINES MANHOLES SEPTIC TANKS PATH HARD STANDING DRAIN AND OTHER MISC WORKS AT MH KHADKI UNDER GE MH AND RH KHADKI

Amount

M&L for Cleaning of all blockage of any type of trap, water closet, soil waste/ vent pipe, gully traps upto first manhole by removing all blockage and removing the same to a distance exceeding 100m and not exceeding 200m and making good the distrurbed surfaces as per existing where required all per directed by Engr-in-Charge

Cleanng of existing 150mm dia sewage line upto 1.00 m depth from ground level using jute or PVC nylon rope with knot at one end and other end free passed through the line or by rodding & removing all liquid/semi solid /solid sludge etc coming in the next manhole is removed and then the line is cleaned with water complete for effectve functioning all as directed by Engr-in-Charge Note : Quoted rates shall be include for work in foul condition.

All as per Item No 02 above but 200 mm dia bore but depth upto 1.50m below ground level complete.

All as per Item No 02 above but exc. 200 mm dia bore but n.exc 300 mm dia SWG/RCC line and upto a depth of 2.50 m.

Cleaning of existing manholes of any size uptp depth of 1.0 m from top of manholes and removing all semi solid or solid material of any description and cleaning the manholes from inside complete with water etc complete all as directed by Engr-in-Charge Note : Quoted rates shall be include for work in foul condition.

All as per item No 05 above but depth of manholes exceeding 1.0m but n exc 2.5 m.

Mechanically pumping out sewage water from sump well where required and as directed with taking precautionary measures including tools and plants as required and removing to a distances exc 50m but not exceeding 100m from the site (working in foul condition) complete all as specified and directed

Excavation in trenches not exceeding 1.50m wide and 1.50m depth for foundation, etc., for Shaft wells, Manholes etc not exceeding 10sqm on plan and not exceeding 1.50m in depth and getting out in soft / loose soil complete all as specified and directed.

Returning filling in including spreading leveling watering well ramming in layers not exceeding 25cm thick with soil obtained from excavation complete all as directed.

Demolition and breaking up drain pipes of 150 mm bore RCC/SGSW set in cement mortar including removing the debries to a outside MD land complete all as specified and directed.

All as per item No. 10 above but dia of pipe 200mm.

All as per item No. 10 above but dia of pipe 300mm.

M&L for 150mm dia RCC drain pipes class NP2 laid in trenches and jointed with in cement mortar complete all as specified.

All as per item No. 13 above but dia of pipe 200mm.

All as per item No. 13 above but dia of pipe 300mm.

M&L cutting to existing manholes for connecting new drain, making good to pipe and rendering, cutting out existing benchings for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1, using 20mm graded stone aggregate, smooth finished and reforming benching as required for internal dia of pipe 200 mm complete all as directed.

All as per item No. 16 above but for internal dia of pipe 300mm dia.

Excavation in existing drainage (disilting of existing drainage) upto 1.5 meter depth complete all as specified and directed.

Demolition of Brick/PCC solid block masonry built in cement mortar/cement lime mortar including removing the debries to a distance n exc 50M all all as specified and directed.

M&L for Brickwork with fly ash bricks, straight or curved on plan exc 6 m mean radius, built in c.m 1:6 complete all as specified and directed by Engineer-in-charge

M&L for rendering 15mm thick in CM 1:4 mixed with water proofing compound as per manufacturer's instructions on block walling / concrete surfaces finished even and smooth without uing extra cement complete all as directed. Note :- Water proofing compound shall be measured and paid separately.

Demolition of concrete of any description below or above ground and in any position not otherwise specifically provided for complete all as directed.

M&L for Cement concrete type B2 1:2:4 (40mm graded stone aggregate) in surface channels and drains complete all as specified

M&L for PCC 1:2:4 type B0 using 12.5mm graded stone aggregate as in coping and benching of manholes etc., finished even and smooth without using extra cement including neceessary form work complete all as specified and directed.

M&L for PCC 1:4:8 Type D-2 using 40mm graded stone aggregate as in foundation complete all as specified and directed.

M&L for PCC 1:2:4 type B-1(20mm graded stone aggregate),100 mm thick path, floor, parking etc construction joint after every 2 mtr interval and from wall will be filled by mastic all as specified and directed.

Extra for fair finished drain or channel 30cm inner girth in cement concrete using extra cement including forms, moulds, mitred/stopped ends etc.

Demolition of reinforced cement concrete of any description as in cover slab etc and similar work,including removing the debries to a distance not exc 50m, complete all as specified and directed.

Separating scraping and cleaning of reinforcement (Demolition of concrete measure separately)

M & L for Pre-Cast RCC 1:2:4 nominal mix, type B1 using (20mm graded aggregad ) as in cover slabs set in cement mortar 1:6 including necessary formwork complete all as specified and directed. Note :Reinforcement shall be measured and paid separately .

M&L TMT bars 6 to 8 mm dia bars cut to length, bent to shape required including cranking, bending, hooking ends, and binding with mild steel wire not less than 0.9 mm dia confirming to IS, complete all as specified and directed.

S&F of Mild TMT steel 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 wire (annealed) not less than 0.9mm dia or securing with clips Fe-410-W (Gde.E-250).

S&F in repairs 75 mm Cast iron floor trap / Nahani trap, with grating including jointing to waste pipe fixed in cement concrete type B1 1:2:4, using 20mm graded stone aggregate complete all as specified and directed.

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

Demolition and breaking up 100 mm dia drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar of any description complete all as specified and directed.

Demolition and breaking up 150 mm dia drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar of any description complete all as specified and directed.

S&F of PVC (SWR) pipes of 75mm bore single socketed, in any length with rubber ring joints, laid in trenches or in floors/ wall complete all as specified

S&F of PVC (SWR) pipes of 110mm bore single socketed, in any length with rubber ring joints, laid in trenches or in floors/ wall complete all as specified

S&F of PVC (SWR) bend of 75mm bore complete all as specified.

S&F of PVC (SWR) bend of 110mm bore complete all as specified

S&F of 75mm dia PVC (SWR) branch piece, single (single Y) equal or unequal.

S&F of 110mm dia PVC (SWR) branch piece, single (single Y) equal or unequal complete all as specified.

Taking down cement plaster on brick or stone walls etc including racking out joints, hacking for key, scrubbing down with water etc.

M&L for rendering 15mm thick on fair faces of brick work or concrete surfaces in cement morter 1:4 finished even and sooth without using extra cement complete all as specified and as directed.

M&L for preparation of new undecorated surface of wall and applying two coats of cement base paint over a coat of primer.

Dismantling fencing, wire mesh any type complete all as specified and directed by Engr in Charge

Dismantling wrought iron or mild steel work of any description not otherwise provided for

S&F Mild steel for 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 410-0 or Fe 310-0

M&L for cement concrete in foundation PCC 1:3:6 type C2 using 40mm graded stone agg for fencing post etc.

Supply only chain link MS galvanised 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 provision of binding wire complete all as specified and directed.

S&F in repair framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, 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

M & L Preparation of old painted surfaces of steel of any description over 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified and directed.

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

M & L Preparation of old floor surfaces of Paver block surfaces,concrete floor,concrete tiles surfaces and applying two coat of PU coated floor paint over one coat of primer complete all as specified and directed.

M&L for cement concrete type D-2, 1:4:8 (40mm graded aggregate) 75 mm thick sub base or similar items complete all as specified and directed.

M&L fo sand filling under floors or in foundation including watering and consolidation. (Thickness of cushion should not be less than 25mm).

Demolition of Stone slabs and tiles of any description or thickness laided bedded and pointed in cement mortar in floors, aprons etc.

M&L for 80mm thick coloured rubburised, glossy finish colour machine pressed interlocking pattern paver block any shape and size conforming to IS 15658-2006 of M-40 Grade incl complete all as specified and directed by Engineer-in Charge.

S&F Pre Polished Chequered cement concrete tiles glossy and rubburised finish colour 30cm x 30cm x 25mm thick, set, jointed and pointed in near cement slurry in floors including 15mm thick screed bed in CM 1:6 under tiles incl complete all as specified and directed by Engineer-in Charge.

M&L for PCC 1:3:6 type C-1,75 mm thick as in plinth protection, Path, floor construction joint after every 2 mtr interval and from wall will be filled by mastic of bitumin/compound grade 'A' complete all as specified and directed.

M& for Forming Contraction (Dummy) joints 75 mm deep x 10mm wide, filled with sealing compound complete all as specified and directed by Engr-in-Charge

M & L sand filling in floors or pavings laid in layers 15 cm thick spread levelled and rolled including watering

M & L providing precast cement concrete type B-1,1:2:4 using 20mm graded stone aggregate as in kerb stone of size 45cm x 10cm x 35cm and set in CM 1:4 as specified.

M & L for Hardcore of gauge n exc.63mm,deposited, spread and levelled in layers n exc.15 cm thick, watered and rammed to a true surface

MAHESH DADAJI BACHHAV (BID ID -3088704)

VP DEVELOPERS AND CONTRACTOR (BID ID -3090199)

M/S SANDEEP CONSTRUCTION COMPANY (BID ID -3090060)

L.K.R.TIWARI CONSTRUCTION (BID ID -3094954)

M/S KISHAN CONSTRUCTION (BID ID -3090933)

shree ram enterprises (BID ID -3094896)

S.R.M.K Enterprises (BID ID -3088719)