REPAIRS TO SEWAGE LINE FOOTPATH FENCING SEPTIC TANK AND COMPOUND WALL AT DRDO ESTATE AND HEMRL UNDER AGE BR PASHAN

Amount

Cleaning under ground sewage line 150mm dia from manhole to manhole full of waste solids/liquid mud or sludge deposited in these lines by rodding manually or through mechanical means between manholes and removing sludge (obtained from cleaning of sewage line) to a distance exc 100 metre but n.exc 150metre from the site and disposed off complete all as specified and directed by Enginer-in-charge.

Cleaning under ground sewage line 200mm dia from manhole to manhole full of waste solids/liquid mud or sludge deposited in these lines by rodding manually or through mechanical means between manholes and removing sludge (obtained from cleaning of sewage line) to a distance exc 100 metre but n.exc 150 metre from the site and disposed off complete all as specified and directed by Enginer-in-charge.

Dewatering/Desludging of manholes (any size), desilting and removing sludge from manholes as in foul conditions and removing of sludge up to distance exc 150 metre and n.exc 200 metre and deposited in borrow pits including excavation of borrow pits and covered with 10cm thick layers of soil and disposed off surplus soil, refixing manhole cover extra etc depth n. exc 1.0 mtr of manhole, complete all as specified and directed.

Dewatering/Desludging of manholes (any size), desilting and removing sludge from manholes as in foul conditions and removing of sludge up to distance exc 150 metre and n.exc 200 metre and deposited in borrow pits including excavation of borrow pits and covered with 10cm thick layers of soil and disposed off surplus soil, refixing manhole cover extra etc depth exc 1.0 metre and not exc 2.0 metre of manhole, complete all as specified and directed.

Dewatering / Desludging of liquid / mud / solids (work in foul conditions) from septic tank of any depth and removing sludge out of MOD land to a distance exc 1 Km but not exc 2 Km and deposited in borrow pits including excavation for borrow pits and covered with 10cm thick layer of soil over sludge and spreading the balance near by in low lying area including taking up and refixing of manhole covers of septic tank of 25 users complete all as specified and directed by Engineer-in-charge.

Dewatering / Desludging of liquid / mud / solids (work in foul conditions) from septic tank of any depth and removing sludge out of MOD land to a distance exc 1 Km but not exc 2 Km and deposited in borrow pits including excavation for borrow pits and covered with 10cm thick layer of soil over sludge and spreading the balance near by in low lying area including taking up and refixing of manhole covers of septic tank of 50 users complete all as specified and directed by Engineer-in-charge.

Dewatering / Desludging of liquid / mud / solids (work in foul conditions) from septic tank of any depth and removing sludge out of MOD land to a distance exc 1 Km but not exc 2 Km and deposited in borrow pits including excavation for borrow pits and covered with 10cm thick layer of soil over sludge and spreading the balance near by in low lying area including taking up and refixing of manhole covers of septic tank of 100 users complete all as specified and directed by Engineer-in-charge.

Dewatering / Desludging of liquid / mud / solids (work in foul conditions) from septic tank of any depth and removing sludge out of MOD land to a distance exc 1 Km but not exc 2 Km and deposited in borrow pits including excavation for borrow pits and covered with 10cm thick layer of soil over sludge and spreading the balance near by in low lying area including taking up and refixing of manhole covers of septic tank of 150 users complete all as specified and directed by Engineer-in-charge.

Cleaning / blockage of 'S' trap/'P' trap/floor trap/Gully trap,nahani trap,pipe line & manholes in running/flowing order without disturbance by removal of blockage of any type manually /mechanically or by any means and making fully functional at any location and at any floor in the area covered complete all as specified and directed

Cleaning of chocked W.C. Of any type and size all as specified and as directed by Engr- in charge .Cleaning / blockage of chocked EWC/IWC connected pipe line & manholes in running/flowing order without disturbance by removal of blockage of any type manually/mechanically or by any means and making fully functional at any location and at any floor in the area covered complete all as specified and directed

Supply and fix 110mm dia PVC ( SWR) Pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors as in repair complete all as specified and directed.

Excavation in trenches; not exc 1.50 metre depth and not exc 1.50metre wide for foundation and getting out in soft/loose of soil complete all as specified and directed.

Excavation in trenches; exc 1.5 metre and not n.exc 3.00 depth and exc 1.5 metre and not n.exc 3.00 metre wide for foundation and getting out in soft/loose of soil complete all as specified and directed.

Demolition and breaking up drain pipes (salt glazedwere/AC/RCC ) set in cement mortat , dia of pipe 150 mm dia complete all as specified and directed at site.

Material and labour for PCC (1 : 3: 6 ) type D2(using 40 mm graded crushed stone aggregate) as in bed to drain pipe including packing under & haunching against the sides of pipes of 150 mm dia after they are laid tested complete all as specified and directed. Note: Thickness of bed below pipe shall be 10cm and width shall be outer dia of pipe plus 30cm.

Material and labour for reinforced concrete pipes, class NP2, laid and jointed complete with collars of dia 150 mm complete all as specified and directed.

Demolition and breaking up drain pipes (salt glazedwere/AC/RCC ) set in CM,dia of pipe 200 mm dia complete all as specified and directed at site.

Material and labour for PCC (1 : 3: 6 ) type D2(using 40 mm graded crushed stone aggregate) as in bed to drain pipe including packing under & haunching against the sides of pipes of 200 mm dia after they are laid tested complete all as specified and directed. Note: Thickness of bed below pipe shall be 10cm and width shall be outer dia of pipe plus 30cm.

Material and labour for reinforced concrete pipes, class NP2, laid and jointed complete with collars of dia 200 mm complete all as specified and directed.

Material and labour for PCC 1 : 4 : 8 type D 2, (using 40 mm graded crushed stone aggregate) for foundation filling and bed concrete complete all as specified and directed.

Demolition of reinforced cement concrete of any descreption and in anyposition above or below ground level complete all as specified and directed.

Material and labour for precast cement concrete type B1 1:2:4 (using 20 mm graded crushed stone aggregate) as in landings,cover slabs for man holes etc and similar articles with plain faces set in cement morter(1:4) complete all as specified and directed.

Material and labour for mild steel deformed TMT bars 6 to 8 mm dia and over cut to length bent to shape required including cranking bending spirally etc and binding with M.S. wire (annealed) not less than 0.9 mm dia or securing clips complete all as specified and directed.

Material and labour for rendering 10mm thick cement plaster in cement mortar 1:4 on other than fair faces of brick/concrete surfaces finished even and smooth with using WPC @3% by weight of cement in MH complete all as specified and directed by the Engineer-in-Charge. Note :- Integral water proofing compound shall be measured and paid separately as "Supply only".

Supply only liquid water proofing compound complete all as specified and directed.

Cleaning of under ground sewage line by excavation and breaking the existing sewage line (minimum two pipe length), removing the blockage, rejoining with new pipe length complete including material and labour, necessary excavation, returning filing, supply of new SGSW/RCC pipe grade ‘A’ of required lengths & required bore, haunching the new pipe length with PCC 1:4:8 type D-2 (using 40mm graded single aggregate) all as directed in situations where cleaning is not possible by rodding, at any depth for 150mm dia pipe complete all as specified and directed.

Cleaning of under ground sewage line by excavation and breaking the existing sewage line (minimum two pipe length), removing the blockage, rejoining with new pipe length complete including material and labour, necessary excavation, returning filing, supply of new SGSW/RCC pipe grade ‘A’ of required lengths & required bore, haunching the new pipe length with PCC 1:4:8 type D-2 (using 40mm graded single aggregate) all as directed in situations where cleaning is not possible by rodding, at any depth for 200mm dia pipe complete all as specified and directed.

Demolition of brick work or stone/boulder masonry built in cement morter or cement lime mortar including all quoins,pillars,arches etc, and clearing off the premises complete all as specified and directed.

Taking down cement plaster on brick / concrete / stone surface including raking out joints, hacking for key scrubbing down with water etc complete all as specified and directed.

Material and labour for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and directed.

Material and labour for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 but except stone complete all as specified and directed.

Material and labour for pre-cast cement concrete block masonrytype C1 1:3:6 (20mm graded crushed stone aggregate) with solid blocks exc. 10cm in width and setting in cement mortar 1:6 complete all as specified and directed.

Extra over stone walling for hammer dressing to face stones and dressing or face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses with maximum depression 20 mm on face from straight edge held against the dressed surface n exc. Granite or Trap Stone complete all as specified and directed.

Material and labour for keyed pointing to random rubble, uncoursed or brought upto courses in cement mortar 1:3 complete all as specified and directed.

Material and labour for rendering 15 mm thick in cement mortar 1:4 on on stone masonry surfaces or surface other than fair face of brick-work or on one side of lathing complete all as specified and directed.

Material and labour for rendering 15mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed.

Material and labour for PCC 1:3:6 type C2, (using 40 mm graded stone aggregate) as in surface channel and drains complete all as specified and directed by the Engineer-in-Charge.

Cleaning of leaves, vegetation growth, debris and accumulated mud by washing brushing or by any means without hampering existing water proofing membrane (if provided) from permanent froof non accessible including cleaning of rain water pipes of building n. exc 1000sqm in any description and removing of debris/spoil from site and depositing the same to low laying area exc 500 mtr whereas complete all as specified and directed by Engineer-in-Charge.

Cleaning of shurbs,growth on inaccessible roof/wall of buildings of any type and of any height and making good the damaged portion in cement mortar 1:3 and finishing to match with the existing surfaces complete all as specified and directed.

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

Dismantling floor, hearth or wall tiling including cement mortor bedding (but not backing) complete all as specified and directed.

Material and labou for providing 50mm thick PCC 1:2:4 type B1 (using 20mm graded crushed stone aggregate) as in sub base complete all as specified and directed.

Material and labour for 15 mm thick screed bed in cement mortar 1:4 or bedding layer for laying floor finishes complete all as specified and directed.

Material and labour for cement concrete tiles 300mm X 300mm X25mm thick, rubber moulded; with white cement and pigments set, jointed and pointed in net cement slurry in floors, and cut and polished complete all as specified and directed.

Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand,compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directed.

Removing excavated material to a distance upto 250metre and depositing where directed at a level not exe 1.5metre above the starting point complete all as specified and directed.

Returning filling in including spreading ,levelling , watering and well ramming in layers not exe 25cm complete all as specified and directed.

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

Material and labour for PCC 1:4:8 type D2 using 40mm graded crushed stone aggregate as in fondation filling and mass concrete complete all as specified and directed.

Material and labour for cement concrete for copping in PCC 1:3:6 Type C-1 (20mm graded crushed stone aggregate) including necessary formwork complete all as specified and directed.

Dismantling of wrought iron and steel work of any description and in any position as any fencing grills complete all as specified and directed.

Material and labou for MS angle posts, struts in fencing including cutting to shape as directed and drilling holes, notching for wire etc, flat iron fillets, bolts etc including all necessary drilling, bolting, riveting, welding etc and similar work conforming to Fe 290-) or grade E-165 complete all as specified and directed by Engr-in-Charge.

Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, 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 or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete Fe-290 (Gde E-165) complete all as specified and directed.

Supply and fix Hard drawn steel wire fabric weight n. exc 4Kg per sqm cut to lengths, bent to shape required and tying with and including mild steel wire (annealed) not less than 0.9mm in dia complete all as specified and directed.

Dismantling fencing wire mesh, any 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.

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

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, exc 5cm & n exc 10cm long complete all as specified and directed.

Supply and fix in repair galvanised 2 strand steel barbed wire 2mm dia barbed with 2mm dia barbs at 75mm spacing & straining & fixing to any type of standared rail, straining bolt including provn of galvanised MS wire, staples or steel pins etc.all as specified and directed. Note: Each line to be measured.

Material and labour for preparation of new steel surfaces of any description not otherwise described exe 10cm in width or girth & applying with two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.

Material and labour for two coat of synthetic enamel paint to old steel surfaces over 10cm width or girth including preparation of surfaces complete all as specified and directed.

Supply and fix in repairs 75mm PVC (SWR) bends any radius complete all as specified and directed.

Supply and fix in repairs 110mm PVC (SWR) bends any radius complete all as specified and directed.

Supply and fix in repairs 75mm PVC (SWR) branch piece, single (single Y) equal or unequal complete all as specified and directed.

Supply and fix in repairs 110 mm PVC (SWR) branch piece, single (single Y) equal or unequal complete all as specified and directed.

Supply and fix in repairs 75mm PVC (SWR) branch piece, double (single Y) equal or unequal complete all as specified and directed.

Supply and fix in repairs 110 mm PVC (SWR) branch piece, double (single Y) equal or unequal complete all as specified and directed.

Supply and fix 75 mm above PVC (SWR) pipes cut to size and fixed in walls as in weep holes complete all as specified and directed.

Supply and Fixing in repair of 610 mm Super Reinforced Barb Helix Coil along with three nos. of Harpoon Ripper horizontal tension strands on existing "Y"angle posts over the boundary wall.The three tension strands should be fixed at the end of the three arms of the existing "Y" angle and the helix of 700mm should be placed in between these three wires so as to circumscribe the angle . The three straight strands of SRPBT should be fixed to these angles after applying the required tension by Tensioner Machine and fixed by Box clipping (3/8") at tensioning points so that these wires retains the tension. The helix of RPBT is to be fixed in such a manner that it toches at least one of the three tensioning wires passing along the three arms of the "Y" angle with minimum 6 spirals per Running meter of fence, thus circumscribing the angle with equal clip to clip spacing . One number "J" clipping is to be done along the length of the fence at one meter interval for fixing the coils alternately to the individual strands with minimum three "J" clippings at each joint of two corresponding coils or horizontal strands complete all as specified and directed.

Material and labour for cement concrete type D-2, 1:4:8 (40mm graded crushed stone aggregate) 100 mm thick as in sub base complete all as specified and directed.

Material and labour for cement concrete type B -1, 1:2:4 (20mm graded crushed stone aggregate) 100 mm thick as in hardstanding complete all as specified and directed.

Material and labour for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces complete all as specified and directed.

Sky Vision Construction

M/S SAMRUDHI CONSTRUCTION

M/s S.R lahoti

Vipul Enterprises

S.K.HARAL

Sunil Constructions

sanjay m. suryawanshi

Baljeet Singh Choudhari