PROVN OF WORKS AND ALLIED SERVICES FOR DISPOSAL OF SEWAGE OF N-5 AND N-6 AREA OF AFSK TO CENTRAL SEWAGE TREATMENT SYSTEM OF JAL NIGAM KANPUR

Amount

Surface excavation nexc 30 cm & average 15cm deep and getting out in soft soil complete all as specified and directed.

Add to (or deduct from) item 1 for every 3 cm or part thereof above or below 15 cm average depth complete all as specified and directed.

Removal of surplus excavated earth distance exc 250m but nexc 500m and depositing where directed complete all as specified and directed.

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

M&L for hardcore of broken stone of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed.

M & L for 100 mm thick cement concrete type D-2, 1:4:8 (40 mm graded stone aggregate) as in sub base for paverblock and road complete all as specified and directed.

M & L for 150 mm thick PCC of grade M-25 (using 20 mm graded stone aggregate) as in wear resistant tremix flooring by use of vaccume dewatering method and finished with power floater including necessary form work complete all as specified and directed.

M & L for Forming Construction joint 30mm deep x 10 mm wide filled with sealing compound grade 'A' complete all as specified and directed.

M & L for Forming Contraction (Dummy) joints 50mm deep x 10mm wide, filled with sealing compound grade 'A' complete all as specified and directed.

Dismantling of stone slab and tiles of any description or thickness laid dry in floors, aprons etc complete all as specified and directed.

Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade confirming to IS 15658-2006 with approved colour, design & pattern as in footparth, 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 fine 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 sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed.

All as per item No 11 above but except paver block complete all as specified and as directed.(reusing excavated paverblocks obtained from item no. 10)

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

Excavating over areas n exc 1.5 m deep and getting out in Soft/loose soil for foundation etc or for shaft wells, cesspits, manhole, pier, pipe line etc and getting out in soft loose soil complete all as specified and directed.

Excavating over areas exc 1.5 m deep and n exc 3.0 m deep and getting out in Soft/loose soil for foundation etc or for shaft wells, cesspits, manhole, pier, pipe line etc and getting out in soft loose soil complete all as specified and directed.

Excavating over areas exc 3.0m deep but n exc 4.5 m deep and getting out in Soft/loose soil for foundation etc or for shaft wells, cesspits, manhole, pier, pipe line etc and getting out in soft loose soil complete all as specified and directed.

Excavating over areas exc 4.5 m deep but n exc 6.0m deep and getting out in Soft/loose soil for foundation etc or for shaft wells, cesspits, manhole, pier, pipe line etc and getting out in soft loose soil complete all as specified and directed.

Excavating over areas exc 6 m deep but n exc 7.5m deep and getting out in Soft/loose soil for foundation etc or for shaft wells, cesspits, manhole, pier, pipe line etc and getting out in soft loose soil complete all as specified and directed.

Excavating over areas exc 6 m deep but n exc 7.5m deep and getting out in hard/dense soil for foundation etc or for shaft wells, cesspits, manhole, pier, pipe line etc and getting out in hard/dense soil complete all as specified and directed.

Excavating over areas exc 7.5 m deep but n exc 9.0m deep and getting out in hard/dense soil for foundation etc or for shaft wells, cesspits, manhole, pier, pipe line etc and getting out in hard/dense soil complete all as specified and directed.

Use and waste of timbering as planking and strutting for excavations in trenches in soil, including wales, struts, open poling boards, etc. as may be necessary and fixing and removal depth not exc 1.5 m deep complete all as specified and directed.

Use and waste of timbering as planking and strutting for excavations in trenches in soil, including wales, struts, open poling boards, etc. as may be necessary and fixing and removal for depth exc 1.5 m deep but n exc 3.0 m complete all as specified and directed.

Use and waste of timbering as planking and strutting for excavations in trenches for soil as in shafts, wells cesspits and pier holes in soil, including wales, struts, open poling boards, etc. as may be necessary and fixing and removal for depth exc 3.0 m but n exc 5.0 m complete all as specified and directed.

Use and waste of timbering as planking and strutting for excavations in trenches for soil as in manhole pit, including wales, struts, open poling boards, etc. as may be necessary and fixing and removal for depth exc 3.0 m deep n exc 5.0 m deep complete all as specified and directed.

Use and waste of timbering as planking and strutting for excavations in trenches for soil as in shafts, wells cesspits and pier holes in soil, including wales, struts, open poling boards, etc. as may be necessary and fixing and removal for depth exc 5.0 m deep complete all as specified and directed.

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

M&L for reinforced cement concrete M-30 (design mix) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete for works in water retaining structures complete all as specified and directed.

M&L for reinforced cement concrete M-30 (design mix) as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses concrete for works in water retaining structures complete all as specified and directed.

M&L for reinforced cement concrete M-30 (design mix) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like concrete for works in water retaining structures complete all as specified and directed.

M&L for reinforced cement concrete M-30 (design mix) as in Chajjas complete all as specified and directed.

M&L for reinforced cement concrete M-30 (design mix) as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed.

M&L for reinforced cement concrete M-30 (design mix) as in Columns, pillars, piers, posts and struts for works in water retaining structures complete all as specified and directed.

M&L for Formwork 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 surface flat for fair finished surface complete all as specified and directed.

M&L for Formwork 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 surface curved for fair finished surface complete all as specified and directed.

M&L for Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter surface flat for fair finished surface complete all as specified and directed.

M&L for Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter surface curved for fair finished surface complete all as specified and directed.

M&L for Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) for fair finished surface complete all as specified and directed.

M&L for Formwork to chullah hoods, chajjas, troughs and similar items includig edges for fair finished surface complete all as specified and directed.

M&L for 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. surface curved for fair finished surface complete all as specified and directed.

M&L for Formwork to sides and soffits of floor or roof beams, beam haunch?ings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc.surface flat for fair finished surface complete all as specified and directed.

M&L for Formwork to sides of pillars, posts, struts, piers, columns and stanchions for fair finished surface complete all as specified and directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm as in soft soil/loose soil complete all as specified and directed.

M&L for Mild steel TMT bars 10 mm dia and over, cut to length, bent to shape requied, including cracking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire not less than 0.9 mm dia or securing with clips complete all as specified and directed. Note: CRS steel shall only be used under subject work.

M&L for Mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders and binding with and including mild steel wire not less than 0.9 mm dia or securing with clips complete all as specified and directed.Note: CRS steel shall only be used under subject work.

M&L for Brickwork with fly ash bricks straight or curved on plan exc. 6 m mean radius in cement mortar 1:6 complete all as specified and directed.

M&L for rendering 20 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:3 surface finished even and smooth w/o using extra cement complete all as specified and directed.

M&L for rendering 12 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:3 surface finished even and smooth w/o using extra cement complete all as specified and directed.

M&L for rendering 12 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 surface finished even and smooth w/o using extra cement complete all as specified and directed.

M&L for rendering 12 mm thick on fair faces of brick work or concrete surfaces as in ceiling in cement mortar 1:3 surface finished even and smooth w/o using extra cement complete all as specified and directed.

M&L for Screed bed or bedding layer of mortar 20 mm thick for laying floor finishes as in cement mortar (1:3) complete all as specified and directed.

M&L for steel rolling shutters with thickness of lath 1.25 mm, with out ball bearing, gear operated type with chain wheel and hand chain as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer erected in position as indicated complete all as specified and directed.

M&L for steel door including projecting type hinges, steel handle, complete, with glazing bars, dovetailed or welded complete all as specified and directed.

M&L for 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 all as specified and directed.

S&F for steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay, complete with glazing bars, dovetailed or welded complete all as specified and directed.

S&F for Steel windows for industrial buildings, fixed type, with glazing bars complete all as specified and directed.

M&L for preparation of new plastered surface of wall and applying two coat of white wash complete all as specified and directed.

M&L for preparation of new plastered surface of ceiling and applying two coat of white wash complete all as specified and directed.

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

All as per item no 58 above but not exc 10 cm width or girth

M&L for Machine cut kota stone slab 20-25mm thick as in flooring over Screed bed or bedding layer 20 mm thick as in cement mortar (1:3) laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and directed

M&L for Machine cut kota stone slab 20-25mm thick as in skirting over rendering 10 mm thick as in cement mortar (1:3) laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and directed

M&L for water proofing treatment by applying water proofing membrane APP (Atactic Polypropylene Polymer) modified membrane with non-woven polyster reinforcement/mat with thermal insulation with white mineral gravel finished on upper side of weight not less than 3.5 kg/sqm and thickness not less than 3 mm, laid by torch application method with overlap 100 mm on length side and 100 mm on the width side over a coat of hot industrial bitumen 85/25 applied @ 1.20 Kg/Sqm on prepared surfaces complete all as specified and directed and laid over 20 mm thick rendering in CM 1:4, rendering to be finished even and smooth using extra including mixed with liquid water proofing admixture @ 200 ml per bag of cement and applying two coats of bituminous aluminium paint 200 gm/Sqm in each coat over treatment complete all as specified and directed.

S&F roof trusses (framed), chain pulley, ISMB, hold fast, trussed pulins, crane gantries, screen chamber, rails and fasterings and heavy bracket framing (Beam, tee, angle chanel, MS pipes etc) or flat section including distances pieaces cleats etc, Fe-290(Gde E-165) complete all as specified and directed.

Earth work in excavation by mechanical means (Hydraulic excavator) in foundation, trenches, pipe line, drains (not exceeding 1.5 m in width or 10 sqm on plan), not exc. 1.5m depth including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m for all kind of soil complete as directed and specified

Excavation in trenches n. exc 1.5m wide and not exc. 1.5m depth for foundation etc or for shaft wells, cesspits, manhole, pier, pipe line, cable etc not exc 10 Sqm on plan and getting out in soft/ loose soil complete all as specified and directed.

Excavation in trenches n. exc 1.5m wide and not exc. 1.5m depth for foundation etc or for shaft wells, cesspits, manhole, pier, pipe line etc not exc 10 Sqm on plan and getting out in hard/ dense soil complete all as specified and directed.

Excavation in trenches n. exc 1.5m wide and exc. 1.5m depth but not exc 3.0 m depth for foundation etc or for shaft wells, cesspits, manhole, pier, pipe line etc not exc 10 Sqm on plan and getting out in soft/ loose soil complete all as specified and directed.

Excavation in trenches n. exc 1.5m wide and exc. 1.5m depth but not exc 3.0 m depth for foundation etc or for shaft wells, cesspits, manhole, pier, pipe line etc not exc 10 Sqm on plan and getting out in hard/ dense soil complete all as specified and directed.

Excavation in trenches n. exc 1.5m wide and exc. 3.0m depth but not exc 4.5 m depth for foundation etc or for shaft wells, cesspits, manhole, pier, pipe line etc not exc 10 Sqm on plan and getting out in soft/ loose soil complete all as specified and directed.

Excavation in trenches n. exc 1.5m wide and and exc. 3.0m depth but not exc 4.5 m depth for foundation etc or for shaft wells, cesspits, manhole, pier, pipe line etc not exc 10 Sqm on plan and getting out in hard/ dense soil complete all as specified and directed.

Excavation in trenches n. exc 1.5m wide and exc. 4.5m depth but not exc 6.0 m depth for foundation etc or for shaft wells, cesspits, manhole, pier, pipe line etc not exc 10 Sqm on plan and getting out in soft/ loose soil complete all as specified and directed.

Excavation in trenches n. exc 1.5m wide and exc. 4.5m depth but not exc 6.0 m depth for foundation etc or for shaft wells, cesspits, manhole, pier, pipe line etc not exc 10 Sqm on plan and getting out in hard/ dense soil complete all as specified and directed.

Earth work in excavation by mechanical means (Hydraulic excavator) in foundation, trenches, manhole means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan), not exc. 1.5m depth including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m for all kind of soil complete as directed and specified.

Earth work in excavation by mechanical means (Hydraulic excavator) in foundation, trenches, manhole means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan), exc. 1.5m depth but n exc 3.0 m depth including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m for all kind of soil complete as directed and specified.

Earth work in excavation by mechanical means (Hydraulic excavator) in foundation, trenches, manhole means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan), exc. 3.0m depth but n exc 4.5 m depth including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m for all kind of soil complete as directed and specified.

Note: Applicable for item no 64 to 75: Before commencement of excavation work of sewage line and manhole, contractor shall provide invert level and sewage network plan on A1 sheet in triplicate with using total station duly mentioning formation level and invert level and the same shall be got approved by GE. Benchmark shall be provided by Engineer in Charge. The cost of the same shall be deemed to be inclusive and nothing extra shall be admissible on this account.

Supply and Fixing of Double Wall Corrugated pipe (HDPE) class SN-8, laid and jointed complete with collars for 150mm dia pipe complete all as specified and directed.

Supply and Fixing of Double Wall Corrugated pipe (HDPE) class SN-8, laid and jointed complete with collars for 200mm dia pipe complete all as specified and directed.

Providing and constructing Sewer manholes, scraper manholes and unit house connection chamber, as per the type design in brick masonary in C:M 1:3, Inside and outside 15mm thick plastering in C:M 1:3 necessary coping in R.C.C. M-20, including supply and fixing C.I. steps and fixing manhole frame and covers (But excluding supply of manhole frame and cover) over manholes and house connection chambers and fixing Manhole covers (But excluding supply of manhole frame and covers) over scraper manhole etc. complete, providing and fixing safety chain wherever necessary as per the stipulations in the type design complete all as specified and directed and as shown on drawing for the following manholes: Note: (i) Excavation shall be measured and paid separately in respective item. (ii) Fixing of manhole and frame shall deemed to be included in this item and supply of manhole and frame shall be paid separately.

Manhole type "A" Circular type having inside diameter of 1200 mm for fix depth upto 1 m (for 150 mm to 500 mm dia sewer ) Brick Masonary

Manhole type "A" Circular type having inside diameter of 1200 mm for Varing depth upto 1.5 m (for 150 mm to 500 mm dia sewer ) Brick Masonary

Manhole type "B" Circular type having inside diameter of minimum 1500 mm and for 1.5M fixed depth (for 150 mm to 600 mm dia sewers) RCC Work

Manhole type "B" Circular type having inside diameter of minimum 1500 mm and for varying depth upto 3 M (for 150 mm to 600 mm dia sewers) RCC Work

Manhole type "C" Circular type having inside diameter of minimum 1500 mm and for 3 M fixed depth (for 150 mm to 600 mm dia sewers) RCC Work

Manhole type "C" Circular type having inside diameter of minimum 1500 mm and for 4.5 M varying depth (for 150 mm to 600 mm dia sewers) RCC Work

S&F FRP manhole cover for 750 mm clear opening of manhole including frame of 5 ton loading capacity using specially formulated and tested loading as per IS 1726 polyster resin, high abrasion resistance (grinding resistance) with key holes and keys as lifting mechanism to facilitate the lifting and replacement complete as specified and directed. Note: (a) Sample of FRP cover in each lot will be independently tested as per relevant IS and laid down criteria from any Govt approved lab/Govt Engineering college/NABL accredited lab and testing cost ,transportation cost etc shall deemed to be included in the quoted rates . (b) Lifting arrangement of cover shall deemed to be included in the quoted rate. (c) Contrcator shall also submit PV and MTC before claiming payment.

M & L of RCC NP-3, 300 mm dia pipe in trenches as casing pipe laid and jointed in CM 1:3 complete all as specified and directed.

Repair to road patch with and including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming, applying tack coat with bituminous primer @ 5 kg per 10 sq m, putting in premix as specified for thin bituminous carpet (2 cm thick) well rammed and sealed with premixed sand seal coat (6.8 kg of binder with 0.06 cu m of sand), again well rammed (including supply of premix binder and sand) depth of potholes n exc 30 mm complete all as specified and directed. Note: (i) Bitumen used shall be of VG-30.(ii) Rolling and consolidation shall be done with 8-10 tonne roller.

M & L for sand filling under floors or in foundation/cushioning bedding for DWC Pipe including watering and consolidation complete all as specified and directed.

Cutting into existing manholes for connecting new drains, making good to pipe 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-l smooth finished, and reforming benching as required for 150 mm dia pipe complete all as specified and directed.

M&L for demolition of Brickwork or Stone / boulder masonary, built in cement mortar, including all quoins, arches, pillars etc but excluding ashlar, dressed stonework and precast concrete articles for manholes, drain,wall etc complete all as specified and directed.(8.69+48

M & L for Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in for CM 1:6 complete all as specified and directed

All as per Item no 85 above but except brick (bricks obtained from item no. 84 above shall be reused).

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

M&L for Pre-cast cement concrete block masonary 1:2:4 type B1 using 20 mm graded stone aggregate with solid blocks exc. 10 cm in width and setting in mortar set in cement mortar 1 : 4, complete all as specified and directed.

M&L for rendering 12 mm thick on other than fair faces of brick work or concrete surfaces in cement mortar 1:4 surface finished even and fair complete all as specified and directed.

M&L for rendering 10 mm thick on fair faces of brick work or concrete surfaces on external surface in cement mortar 1:4 surface finished even and fair complete all as specified and directed.

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

Forming fair finished drain or channel 45 cm inner girth in cement concrete, using extra cement, including forms, moulds, mi- tred/stopped ends etc.complete all as specified and directed.

M & L for Reinforced Precast cement concrete Cover slabs in 1:2:4 type B-1 using 20 mm graded stone aggregate set in cement mortar 1:4 for connection chamber complete all as specified and directed.

M & L PCC type B1 (1:2:4) using 20 mm graded stone aggregate in coping / benching, LT pole coping, road crossing flooring etc string courses and the like including weathering, slightly rounded or chamfered angles and throating, as directed.

M & L for Rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 surface finished even and smooth w/o using extra cement complete all as specified and directed.

Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in soft/loose soil complete all as specified and directed.

S & F mild steel 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 directed.

Mild steel screw bolts 5 to 10 mm dia of neck (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, not exc 5 cm long complete all as specified and directed.

Supply only chain link fencing M S galvanised (4 mm thick) fencing of square shape mash of size 50 mmx 50mm complete all as specified and directed.

Fixing only chain link fencing complete all as specified and as directed

M&L for Mild steel round bars 6 mm to 8 mm dia, cut to length, bent to shape requied for tieing/securing chain link fencing and binding with and including mild steel wire not less than 0.9 mm dia or securing with clips complete all as specified and directed.

S & F 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 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 as directed

M & L for cement concrete type D-2 1:4:8 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and as directed.

M&L for reinforced cement concrete M-25 (design mix) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed.

M&L for reinforced cement concrete M-25 (design mix) as in Columns, pillars, piers, posts and struts for works complete all as specified and directed.

M&L for 5 mm thick rendering on fair faces of brick work or concrete surfaces in cement mortar 1:4 finished even and smooth without using extra cement complete all as specified and directed.

M & L for preparation of newly plastered surface of wall and applying two coats of cement base paint over a coat of primer complete as as specified and as directed.

S & F mild steel straps, supports or stays for rainwater, ventilating pipes, including bolts, if required: hooks (stay), heavy, for large gates;hooks (stay) heavy for large gate, hook and pintle hinges:large hasps and staples; pivot for large steel gate with STD socket of suitable size, chains, hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers, and similar small articles conforming to Fe-290 Gde-E-165 .

M&L for cutting of PCC/Hard standing/WBM road for passing of GI/CI/DI pipes/cables all as specified and directed . Note : Making good with PCC shall be measured and paid separetely under respective item.

Boring of holes under road, pavement, hard standing by trenchless technology using ultra sound techinque and necessary machine incl GI Pipe of suitable dia suitable for 0.4 mpa working pressure including all fittings for laying into bore etc complete all as specified and directed.

M&L for drilling manually in soft / loose soil under road / hard standing / culvert / nala of suitable bore for protection pipe upto 200 mm bore/laying of cable complete all as specified and as directed by Engineer in Charge. Note: Depth of bore shall not be more than 1 Mtr from original ground level.

M&L ductile iron pressure pipes 100 mm bore for water with socket & spigot ends confirming to IS 8329/2000 in any length for classification of K-7 suitable for rubber gasket push on with cement mortar lining inside the pipe with outside zinc coating as per IS 8329/2000 complete all as specified and as directed .Make: Electro steel/Tata/Jindal/Jai Balaji or equivalent in other make as as given in Appendix 'B' (Note :- Rubber gasket joint shall deemed to be included in quoted rate).

All as per item No 112 but pipes 150 mm bore

M&L ductile iron pressure pipes 150 mm bore for water with socket & spigot ends confirming to IS 8329/2000 in any length for classification of K-9 suitable for rubber gasket push on with cement mortar lining inside the pipe with outside zinc coating as per IS 8329/2000 complete all as specified and as directed .Make: Electro steel/Tata/Jindal/Jai Balaji or equivalent in other make as as given in Appendix 'B' (Note :- Rubber gasket joint shall deemed to be included in quoted rate).

Taking up/ down of 15 mm bore steel tubing and connections from excavated trenches and building up to triple storey with due care including removal from site complete all as specified and directed.

All as per item No 115 but size 20mm bore

All as per item No 115 but size 25mm bore

All as per item No 115 but size 40mm bore

All as per item No 115 but size 50mm bore

Re-fixing old steel tubing and connection in new or old position of sizes 15mm bore in trenches/wall/ ceiling/ floors etc with using new fittings complete as directed

All as per item No 120 but size 20mm bore

All as per item No 120 but size 25mm bore

All as per item No 120 but size 40mm bore

All as per item No 120 but size 50mm bore

M & L mild steel galvanized tubes, medium grade, ISI marked with all necessary fittings laid in trenches or in floor/wall of size 15 mm bore pipe complete all as specified and directed.

All as per item No 125 but size 20mm bore

All as per item No 125 but size 25mm bore

All as per item No 125 but size 40mm bore.

All as per item No 125 but size 50mm bore.

Supply & fixing in replacement of Gun metal Gate valve ISI marked with Iron wheel, head screwed both ends for Galvanised Iron pipe for sizes 15mm bore. Make Zoloto/Sant/Kartar/Apar

All as per item No 130 but size 20mm bore

All as per item No 130 but size 25mm bore

All as per item No 130 but size 40mm bore.

All as per item No 130 but size 50mm bore.

Taking up/down cast iron//DI water main 100 mm bore (including all fitting) with spigot and socket end and joints including burning out joints and recovering lead complete all as specified and directed.

Taking up/down cast iron/DI water main 150 mm bore (including all fitting) with spigot and socket end and joints including burning out joints and recovering lead complete all as specified and directed.

Relaying old CI/DI pipe in new or old position of 100 mm dia hereinbefore including cleaning of pipes , cutting to required length etc. as per site requirement by using previously used and additional run lead , spun yarn including caulking to make the joints water tight complete all as specified and directed.

All as per item No 137 but size 150mm dia.

Material and labour for Cast iron fittings upto 150 mm bore such as bend, (any type, radius and angle) tapers of any type (straight bend, decreasing, increasing, flanged or double socketed etc) tail pieces, tee, single branch, 'Y' junction, double branch, cross collar, cap, plug etc including push on joints(tyton) complete all as specified and directed.

Material and labour for ductile iron fittings upto 250mm bore such as bend, (any type, radius and angle) tapers of any type (straight bend, decreasing, increasing, flanged or double socketed etc) tail pieces, tee, single branch, 'Y' junction, double branch, cross collar, cap, plug etc including push on joints(tyton) complete all as specified and directed.

Supply & fixing in replacement sluice valves 150 mm dia class PN-1.6 , IS-14846 with flanged ends, stainless steel spindle and iron wheel including nut bolts and rubber packing complete all as specified and directed.

Supply & fixing in replacement sluice valves 100 mm dia class PN-1.6 , IS-14846 with flanged ends, stainless steel spindle and iron wheel including nut bolts and rubber packing complete all as specified and directed.

M & L for construction of valve chamber 1200mm x 1200mm x 1200 mm internal dimensions, 6 mm thick MS sheet cover with 2 Nos MS hinges welded to angle iron frame of 40x40x6 mm thick with lifting hook and locking arrangement complete with necessary earth work, brick work in CM (1:6), 230 mm thick, PCC bed (1:4:8) type D2 150 mm thick, cement plastering, finishing 15 mm thick in CM (1:4) and applying a coat of black bituminous paint to the steel surfaces incl dismantling and removal of old unserviceble valve pit remains all as specified and directed.

All as per item no 143 but of size 1000mmx1000mmx1000mm

All as per item no 143 but of size 600mmx600mmx600mm

M&L for cutting of cast iron/Ductile iron pipelines and reducing to required length before laying of size 100 mm dia bore complete all as specified and directed.

All as per item No 146 but size 150mm bore

Supply, Installation, test and commissioning Silent diesel driven engine generating set 3 Phase 4 wire, 50 Hz, 0.8 PF of capacity 10 KVA speed variation of engine 1500 RPM, continuous rating directly coupled alternator at 1500 RPM, water cooled turbo charged, with and including AMF panel, with common base plate frame flexible coupling, electronic control panel for engine displaying battery voltage, coolant water temperature, lubricating oil pressure engine speed and engine hours, safety trip and indication for high water temperature, low lubricating oil pressure and over speed, alternator self excited, self regulated brushless excitation. Voltage regulation the generator set shall be Skid mounting type base frame fabricated from suitable MS Channel suitably machined to ensure perfect alignment of the engine & alternator with rigid construction & necessary reinforcement to ensure minimum vibrations. AVM Pads: Suitable number of AVM pads shall be supplied with Silent DG Set.

(a) Diesel Engine : The Engine as per IS : 10001/10002, cal 3 cylinder (1500 PM. Radiator water cooled, turbo charged / naturally not less than 56 BHP @ at 1500 RPM under NTP conditions of BS: 5514. The engine shall be provided with electrical starting arrangement & shall give the electrical output of 10 KVA at 0.8 power factor, 415 Volts at the alternator terminal. Make: Kirloskar / Cummins / Ashoka Leyland, Salient feature of accessories shall be as under: - (i) A1 class Governor (ii) Battery charging Alternator (iii) Fuel filter. (iv) Lube oil filter (v) Air cleaner (vi) Engine safety sensors (LLOP & HWT) (vii) Radiator Assembly, Radiator cooling fan, water pump, thermostat. (viii) RPM / Hour meter. (ix) Water Temp gauge, Oil pressure gauge, Oil temp gauge. (x) Fuel hoses. (xi) Protection Guard for safety of person from moving / rotating parts of generating set coupling

(b) Alternator : The alternator as per IS : 13364 shall be designed for an output of 10 KVA at 1500 RPM, 415 Volts, 0.8 PF suitable for 50 Hz, 3 Phase, 4 wire system. The alternator is brushless type, screen protected, revolving field, self exited, self regulated with insulation class H band of voltage regulation (+/-1%) in static condition complete all as specified and as directed by Engineer-in-Charge. Make: Stamford / Kirloskar Electric / Crompton Greaves / Jyoti. (c) Accoustic Enclosure Pre-fabricated factory built, free standing floor mounted out door type acoustic enclosure, modular constructor suitalbe for accommodation 10 KVA DG set as per specification, approachable through doors, openable on four sides. The Enclosure shall confirm to the latest Environment (Protection) Act 1986 (29 to 1988) and latest amendments inside to the rules Noise limit shall be 75 DBS at 1 RM from the enclosure. The DG set acoustic enclosure shall be approved by CPCB by either one of their Nodal Agency's such as ARAI PUNE, NPL - NEW DELHI, HAL "BANGALORE, FCRI-PALAKAD AND NSTE-VISHAKAPATNAM. (d) Fuel tank (Service Tank) Fuel tank shall be fabricated out of MS sheet of suiltable for holding diesel for minimum 12 hours continuous running, complete with filling hold with threaded cap inlet out let, drain and over flow connection arrangement, air vent connection, fuel in the tank etc.

Note: (i) Diesel, Engine oil & grease, coolant etc. required for commissioning and testing shall be supplied by contractor at his own cost. Initial supply of engine oil, filling oil, coolant MF Battery 12V 150 AH-01 No. of make: Exide or Amaron duly changed etc. till taken over of DG set. Rate quoted is deemed to be included for the same. (ii) LT UG cable and control cable as required for connecting as directed. (iii) LT UG cable for alternator to panel board and changed over to load shall be measured and paid separately under relevant item. (iv) Any civil works such as PCC foundation & platform for erection of DG set as per manufacturers recommendation and any other civil works involved in installation of DG set, cost for which has been deemed to have included in the quoted rates. (v) Tenderer shall be provide operator manual spares catalogue, cost for which is deemed to have included in the quoted rates. (vi) Periodic maintenance chart as per manufacturers recommendation shall be provided duly framed. Cost for which is deemed to have been included in the quoted rates.

(c) Tool kit to be supplied with DG set are as under :- (i) Ring spanner set of 10 - 01 set. (ii) Screw driver 6" x 8" and 12" x 14" - 01 No each. (iii) Adjustable spanner 12" - 01 No. (iv) Double end spanner set 10 - 01 No. (v) Cutting pliers 10" - 01 No. (vi) tool box - 01 No.

M&L for earthing complete with M.S. galvanized earth plate electrode 600 x 600 x 6 mm thick buried directly in ground (earth pit not less than 2.25 M deep below normal GL) with top edge of the earth plate not less than 1.5M below normal GL, connected to galvanized earth strip 32 x 6 mm dia by means of bolts, nuts, check nuts & washers of GI or steel incl excavation, PCC (1:3:6) type C-1 chamber with RCC cover (1:2:4) type B0, 40 mm thick reinforced with 6 mm dia bar, 3 Nos. both way, 15 mm dia light grade GI protection pipe, funnel with wire mesh, watering pipe of size 20 mm dia med grade, lugs, main Earthing lead upto 7.5 mtr including Charcoal dust, Salt etc all as shown in electrical plate No. 3 of SSR Pt-I, 2009 specification

Supply and laying in trenches/Floor or fixed to Pole/Wall of GI pipe light grade of size 80 mm bore with fitting for protection of cable complete all as specified and directed.

S&F In replacement of Junction box made out of one piece mould SMC base SMC door with hinged cover suitable for and including provn of 10mm thick hylum sheet connector block for incomming and out going cable for connecting with bolts and nuts including provn of one MCB SP 16 amps with neutral link for street light fixed on steel/RCC poles with suitable clamps made out 15mm x 6mm flat iron incl bolts, nuts and washers complete as specified and directed.

Supply, errecting and installation of steel tubular swaged pole of overall length 9 meter long having max tensile strength 40Kgf/mm2 of type 410 SP-31 single swan neck made out of 50mm dia MS pipe 1.5/1 mtr long to be joined on top of LT pole incl fabrication work for fixing street light. A through hole of 14 mm dia shall be provided at height of 2.5 mtr from base plate for inserting 2 core cable from junction box to top of the pole portion shall be fabricated for fixing street light fitting complete with cast iron base plate having suitable dia of hole through the pole with nuts & bolts for earthing arrangement, bottom portion of tubular steel pole having 165.10 mm outer dia in 5 mtr length, 4.5mm wall thick, middle portion having 139.7mm outer dia 2 meter length 4.5mm wall thickness and top portion having 114.3 mm outer dia in 2 meter length 3.65mm wall thickness of pole wall respectively bottom MS square plate duly painted with two coat of black bituminous paint through out, internally and externally up to planning depth and painting remaining portion of pole with two coat of aluminium paint to the entire exposed surfaces over one coat of red oxide primer making/painting three Nos circular strips each of 30 cm wide with one yellow and 02 Nos black colour strip synthetic enamel paint and marking pole number with black paint all as spd and directed. (Note : Excavation, earth work, PCC work shall be measured and paid separately under respective items)

Supply ,laying and testing XLPE insulated armoured heavy duty LT electric power cable heavy duty with aluminium conductor 1100 volts grade cross sectional area 50 sq mm 3.5 core ,laid in trenches/ducts /encased in GI pipe /fixed to pole all as specified and directed

Supply ,laying and testing XLPE insulated armoured heavy duty LT electric power cable heavy duty with aluminium conductor 1100 volts grade cross sectional area 10 sq mm 4 core ,laid in trenches/ducts /encased in GI pipe /fixed to pole including taking out of existing unserviceable cable/OH conductor all as specified and directed

Material and labour for sand cushioning with a layer of sand 8 cm thick before laying of cable and 15 cm thick after laying of cable in trenches complete all as specified. Note: Punned thickness 18 cm shall only be measured.

Supply and laying old size sub class 'B' bricks laid flat in trenches over the cable with the length of brick perpendicular to the direction of cable length, adjacent/abutting each other for cable protection complete all as specified and directed.

S&F MS ERW steel pipe including specials,nominal dia 100 mm as per IS3589 (1981) complete all as specified and directed.

S&F MS ERW steel pipe including specials,nominal dia 150 mm as per IS3589 (1981) complete all as specified and directed.

Supply and fix of butter fly valve of size 100 mm bore PN 1.6 ISI marked heavy duty including suitable nut,bolt & washer complete. Make- Sant /leader/Zoloto or equivalent make as specified in Appx B to PS.

All as per item no 159 above but of size 150 mm bore.

Supply & fix CI non-return valve of size 100 mm ISI marked complete all as specified Make- Kirloskar/Upadhyay/Kartar equivalent make as specified in Appx B to PS.

M& L for Earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required 32x6mm galvanised iron strip complete all as directed.

Supply, installation, testing and comissioning of Non clog vertical submersible pumps with chrome steel impeller and cutter, non-clog to pass 40 mm size particles including guide rail, minimum head of 40 meter and discharge 600 lpm Pump complete all as specified and directed by Engr-in-charge.

Supply, installation, testing and comissioning of Non clog vertical submersible pumps with chrome steel impeller and cutter, non-clog to pass 40 mm size particles including guide rail and minimum head of 40 meter and discharge 300 lpm complete all as specified and directed by Engr-in-charge.

M&L for installation, commisioning and testing of 415 volt, 3 Phase, 4 wire system LT Feeder Pillar Box, Cubical type having double door with front back top and bottom portion fabricated with 3.15 mm thick CRCA sheet and inner a portion fabricated with 2mm thick CRCA sheet and shall be folded and braced as necessary to provide a rigid support for all components of external adequate size of MS angle iron/channel complete with aluminium bus bars mounted on DMC supports and insulated with heat shrinkable PVC sleeve, interconnection, control wiring with suitable size of copper conductor cable,name plate,danger plate,earth point, independent compartment with hinged doors,cable glands,weather& vermin proof construction powder coating etc including necessary excavation and pcc work complete all as specified and directed with following

INCOMING ( i) MCCB Adjustable type 4 pole 415V AC current rating 63 Amps breaking capacity 16 KA complete all as specified and directed-02 Nos BUS BAR (i) Aluminium bus bar of size 25mmX10 mm for all phase conductor & neutral conductor of size 25X5 mm with heat shrinkable PVC sleeves and colour coded in red,Yellow Blue and black, Supported on unbreakable, non hygroscopic DMC insulated supported at Sufficient close interval-01 Set (ii) Current Transformer of ring type for LT panel, insulated in resin casted/reinforced in polycarbonate case of CT ratio 100/5 rated burden in 15 VA accuracy class 1.0, including making connections complete all as specified & directed-3 Nos (iii) LED indication lamps - 6 Nos (iv) Multifunction meter showing voltage, current, PF etc - 01 set

OUTGOINGS: (i) DOL Starter Suitable for 5 HP Non clog vertical submersible pumps set -01 nos (ii) DOL Starter Suitable for 3 HP Non clog vertical submersible pumps -02 nos (ii) MCCB Adjustable type 4 pole 415V AC current rating 32 Amps breaking capacity 16 KA complete all as specified and directed-01 Nos (iii) Change Over 4 pole 415V AC current rating 125 Ampscomplete all as specified and directed-01 Nos (iv) Phase sequence corrector and motor protection system suitable for 10 HP capacity motor for auto change of phase sequence, Single phasing prevention system low,high voltage protection complete-01 No (v) LED indication lamps - 9 Nos

M/s R.V. Constructions

M/S SDS Construction Co.