PROVN INCOMPLETE WORKS THROUGH RISK AND COST OF PROVISION OF SEWAGE LINES, MAN HOLES AND AL-LIED WORKS FOR EFFLUENT TREATMENT PLANT AT COMMAND HOSPITAL LUCKNOW

Amount

Excavating in trenches, n exc 1.5m wide and n exc 1.5 m depth; for foundation, etc. or for shafts, wells, cesspits, manholes,pier holes, laying of pipe, cables etc. n exc 10 sq m on plan and getting out including trimming the sides and forming bottom surfaces to required levels in soft/loose soil complete all as specified and directed.

Excavating in trenches, not exc 1.5m wide and exc 1.5 m but not exc 3.0 m depth; for foundation, etc. or for shafts, wells, cesspits, manholes,pier holes, etc. n exc 10 sq m on plan and getting out including trimming the sides and forming bottom surfaces to required levels in soft/loose soil complete all as specified and directed.

Excavating in trenches, not exc 1.5m wide and exc 3.0 m but not exc 4.5 m depth; for foundation, etc. or for shafts, wells, cesspits, manholes,pier holes, etc. n exc 10 sq m on plan and getting out including trimming the sides and forming bottom surfaces to required levels in soft/loose soil complete all as specified and directed.

Excavating in trenches, not exc 1.5m wide and exc 4.5 m but not exc 6.0 m depth; for foundation, etc. or for shafts, wells, cesspits, manholes,pier holes, etc. n exc 10 sq m on plan and getting out including trimming the sides and forming bottom surfaces to required levels in soft/loose soil complete all as specified and directed.

Excavating over areas , exc. 4.50 m but n exc 6.0 m deep and getting out in soft/loose soil complete all as specified and directed.

Excavating over areas , exc. 6.0 m but n exc 7.50 m deep and getting out in soft/loose soil complete all as specified and directed.

Excavating over areas , exc. 7.50 m but n exc 9.0 m deep and getting out in soft/loose soil complete all as specified and directed.

Returning, filling in, including spreading, levelling, and well ramming in layer not exceeding 25 cm thick in soft/loose soil complete all as specified and directed.

Removing excavated material (soil) to a distance exceeding 1.50 km but not exceeding 5.0 km and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed.

Removing excavated material (soil) to a distance exceeding 500 m but not exceeding 1.5 km and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed.

Dewatering and pumping the working area including all connecting operation required etc complete for cleaniness of working area by 5 HP to 10 HP diesel pump complete all as specified and directed.

Use and waste of timbering as planking and strutting for excavations in trenches in soil exc 1.5 m but not exc 3.0 m depth , including wales, struts, open poling boards , etc. as may be necessary and fixing removal complete all as specified and directed.

Use and waste of timbering as planking and strutting for excavations in trenches in soil exc 3.0 m but not exc 5.0 m depth , including wales, struts, open poling boards , etc. as may be necessary and fixing removal complete all as specified and directed.

Granular Class 'B' type bed to DWCPE drain pipe including packing under and haunching against the sides of the pipe after they are laid and tested with sand / crushed stone dust complete all as specified and directed .

Providing, lowering and laying DWCPE (SN8) pipes as per IS:16098 of 2013, 150 mm bore, laid and jointed with and including elastomeric sealing 'O' ring as per manufacturer's instructions complete all as specified and directed.

Providing, lowering and laying DWCPE (SN8) pipes as per IS:16098 of 2013, 200 mm bore, laid and jointed with and including elastomeric sealing 'O' ring as per manufacturer's instructions complete all as specified and directed.

Use and waste of 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, flat rough finished surfaces of concrete complete all as specified and directed.

Use and waste of Form work to sides and soffits of floor or roof beams, beam haunchings, girders,bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams etc., curved, fair finished surfaces of concrete complete all as specified and directed.

Plain Cement Concrete (1:3:6) type C-2, using 40 mm graded stone aggregates in foundation, filling, mass concrete and bedding of manhole complete all as specified.

Brick work with fly ash brick in cement mortar 1:4 straight or curved on plan exc 6 m mean radius for manholes, Septic tanks, Soak well etc complete all as specified and directed

Brick work with fly ash bricks (using old size bricks), straight or curved on plan exc 6 m mean radius , built in cement mortar 1:6 complete all as specified and directed

Cement concrete type B1, 1:2:4 using 20 mm graded stone aggregate as in copings, benching, kerbs, corbelling, surface channel and drains etc , finished the surface even and smooth without using extra cement complete including necessary form work, weathering , slightly rounded or chamfered angles and throating complete all as specified and directed.

Use and waste of Form work to soffits of suspended slabs, floor slabs, landings and similar work; not exceeding 200 mm thick ( Horizontal or sloping), flat rough finished surfaces of concrete complete all as specified and directed.

Mild steel TMT Bar 10 mm dia & over, cut to length bent to shape required including cranking, bending hooking ends and binding with and including mild steel wire (annealed ) not less than 0.90 mm dia, complete all as specified.

Mild steel TMT Bar 8 mm dia, cut to length bent to shape required including cranking, bending hooking ends and binding with and including mild steel wire (annealed ) not less than 0.90 mm dia, complete all as specified.

Reinforced Cement concrete ( Design mix) M-30 ( using 20 mm graded stones aggregates) as in slabs supported on walls, beams and columns , in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed.

Rendering 5 mm thick in cement mortar 1:3 on fair faces of brick /concrete surface, finished even and smooth without using extra cement complete all as specified and directed.

Epoxy coating inside face of lift well complete all as specified and directed.

Mild steel Framed work such as grills , gratings, etc., with ends of bars shouldered and/ or riveted, or forged in to spikes; framed guard bars ; barred iron doors; ladders; framed balusters ; walk ways ; railings; frame work of water tanks and similar work conforming to Fe-290-Gde E-165 complete all as specified and directed.

Stainless Steel of grade 304 Course bar screen of size 0.50m x 0.50m including welding, grinding, buffing, polishing and making curvature where required and fitting the same with necessary stainless steel nuts and bolts of required size complete all as specified and directed.

Stainless Steel of grade 304 Course bar screen of size 1.00m x 0.50m including welding, grinding, buffing, polishing and making curvature where required and fitting the same with necessary stainless steel nuts and bolts of required size complete all as specified and directed.

Rendering 15 mm thick in cement mortar 1:4 on fair faces of brick /concrete surface mixed with water proofing compound @ 3% by weight of cement or as per manufacturer’s instructions, finished even and smooth without using extra cement complete all as specified and directed. Note : WPC shall be measured & paid separately)

Rotational moulded polyethylene water storage tanks 2000 litres capacity ( cylinderical vertical with closed top), 3 layered, hoisted and fixed in position all as specified in SSR Part I complete all as specified and directed.

Galvanized steel water tubing of 80 mm bore 'medium grade’ with and including all fittings; and fixed complete to walls and ceil-ings or laid in floors complete all as specified and directed.

Preparation of new plastered surface of walls and applying three coats of cement base paint over a coat of white cement complete all as specified and directed.

PVC (SWR) 110 mm bore of pipes, single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed.

Concrete bed to drain pipe in cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate, laid to slope including packing under and haunching against the sides of the pipe after the pipes are laid in slope, jointed and tested for 110 mm bore pipe complete all as specified and directed .

Auto flushing unit complete having flow rate 2 lps to 4 lps regulative of parryware / Cera or equilent as approved complete all as directed.

Cutting into exisiting 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 B1 (using 20 mm graded stone aggregate) smooth finished , and reforming benching as required suitable for 100mm internal dia of pipe complete all as specified and directed .

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

100 mm thick PCC 1:4:8 type D2 (using 40 mm thick graded stone aggregate) as in sub base of floors etc complete all as specified and directed.

40 mm thick PCC 1:2:4 type B1 (using 20 mm thick graded stone aggregate) as in floor and finished the surface even and smooth using extra cement complete all as specified and directed.

Preparation of new or previously untreated steel and iron surfaces of any description , over 10 cm in width or girth, not otherwise described and painted with two coats of Synthetic enamel paint over a coat of Red oxide primer complete all as specified and directed.

Steel Fibre Reinforced Concrete cover and frame (heavy duty), HD-20 grade designation, 560mm internal diameter conforming to IS:12592, total weight of cover and frame to be not less than 182 Kg , fixed with cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregates) including centering, shuttering etc complete all as specified and directed.

Emptying of septic tank / soakage well etc, disposing of sludges within a lead of 5km and taking out of sewage including refilling with local earth, ramming and compaction in layers and cleaning of site complete all as directed.

Dismentling / cutting of exisitng road (Bituminous courses) for laying of sewer line including removal of materials from site to a distance of 1 km complete all as specified and directed.

Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar conforming to IS:1786 having minimum cross section as 23mm x 25mm and overall minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138mm and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacturer's permanent indentification marks to be visible even after fiixng including fixing in manholes with 23x23x15cm cement concrete 1:3:6 type C-1 using 20mm graded stone aggregates blocks complete all as specified and directed.

Cement concrete 1:2:4, Type B2( using 40 mm graded stones aggregates) as in foundations or in disturbed portion of roads, filling and mass concrete complete all as specified and directed.

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

M&L 75 mm thick , Plain cement concrete (1:3:6), type C2 using 40 mm graded crushed stone aggregate, as in plinth protection finished even and smooth without using extra cement complete all as specified.

M&L for 6 mm wide and 75 mm deep joints filled in with mastic filling comprising 1 part of heated bitumen 85/25 grade and 3 parts of sand (all by weight). in concrete bays at corners and turning points and also in between walling and plinth protection complete all as specified.

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

Cutting of road ( in hard /dense soil) for laying pipe line or repairs to pipes / lead joints etc. of any size upto 1 metre depth and getting out including forming bottom surface to required level or slope and making good the road as per existing all as specified and directed.

Supplying & laying in replacement, jointing and testing 15mm bore Mild steel galvanised water tubing, medium grade, with all GI fittings and laid in trenches complete all as specified and directed. Note :- Excavation and earth work shall be measured separately.

Supplying & laying in replacement, jointing and testing 20mm bore Mild steel galvanised water tubing, medium grade, with all GI fittings and laid in trenches complete all as specified and directed. Note :- Excavation and earth work shall be measured separately.

Supplying & laying in replacement, jointing and testing 25mm bore Mild steel galvanised water tubing, medium grade, with all GI fittings and laid in trenches complete all as specified and directed. Note :- Excavation and earth work shall be measured separately.

Supplying & laying in replacement, jointing and testing 40mm bore Mild steel galvanised water tubing, medium grade, with all GI fittings and laid in trenches complete all as specified and directed. Note :- Excavation and earth work shall be measured separately.

Supplying & laying in replacement, jointing and testing 50mm bore Mild steel galvanised water tubing, medium grade, with all GI fittings and laid in trenches complete all as specified and directed. Note :- Excavation and earth work shall be measured separately.

Supplying & laying in replacement, jointing and testing 80mm bore Mild steel galvanised water tubing, medium grade, with all GI fittings and laid in trenches complete all as specified and directed . Note :- Excavation and earth work shall be measured separately.

Supplying & laying in replacement, jointing and testing 100mm bore Mild steel galvanised water tubing, medium grade, with all GI fittings and laid in trenches complete all as specified and directed . Note :- Excavation and earth work shall be measured separately.

Taking up cast iron water mains ( including all fittings ) of 100mm bore by disconnecting , spigot and socket ends and lead joints including burning out joints and recovering lead complete all as specified and directed . Note :- Excavation and earth work shall be measured separately.

Taking up cast iron water mains ( including all fittings ) of 150mm bore by disconnecting , spigot and socket ends and lead joints including burning out joints and recovering lead complete all as specified and directed . Note :- Excavation and earth work shall be measured separately.

Taking up cast iron water mains with flanged ends including all fittings like nuts, bolts, washers and rubber gasket etc of 80mm bore complete all as specified and directed . Note :- Excavation and earth work shall be measured separately.

Taking up cast iron water mains with flanged ends including all fittings like nuts, bolts, washers and rubber gasket etc of 100mm bore complete all as specified and directed . Note :- Excavation and earth work shall be measured separately.

Taking up cast iron water mains with flanged ends including all fittings like nuts, bolts, washers and rubber gasket etc of 150mm bore complete all as specified and directed . Note :- Excavation and earth work shall be measured separately.

M&L 80mm bore ductile iron pipes with spigot and socketed ends, centrifugally cast , class K9 and wall thickness 6mm, in any length , laid in trenches/ fixed to walls or under floors etc. and testing complete all as specified and directed.

M&L 100mm bore ductile iron pipes with spigot and socketed ends, centrifugally cast , class K9 and wall thickness 6mm, in any length , laid in trenches/ fixed to walls or under floors etc. and testing complete all as specified and directed.

M&L 150mm bore ductile iron pipes with spigot and socketed ends, centrifugally cast , class K9 and wall thickness 6mm, in any length , laid in trenches/ fixed to walls or under floors etc. and testing complete all as specified and directed.

S&F cast iron/ductile iron flanged ends specials, fittings for flanged pipes suitable for upto 150mm bore for water main such as bend any type any radius, single tapped taper, 'TEE' pieces, double branch, collar, caps, plug etc complete all as specified and directed.( Jointing and jointing materials measured and paid separately)

Cutting of existing cast iron pipe in position for taking out new connection by inserting CI fittings etc of 80mm bore complete including necessary excavation & earth work and dewatering of residual water all as specified & directed. Note :- CI fittings and joints shall be measured and paid separately under appropriate items)

Cutting of existing cast iron pipe in position for taking out new connection by inserting CI fittings etc of 100mm bore complete including necessary excavation & earth work and dewatering of residual water all as specified & directed. Note :- CI fittings and joints shall be measured and paid separately under appropriate items)

Cutting of existing cast iron pipe in position for taking out new connection by inserting CI fittings etc of 150mm bore complete including necessary excavation & earth work and dewatering of residual water all as specified & directed. Note :- CI fittings and joints shall be measured and paid separately under appropriate items)

M&L for run lead joints in repairs for Spigot and socketed pipes and fittings including caulking the joints properly to avoid leakage etc and burning out lead joint in position, removing & recovering old lead and deposit to MES store yard including necessary excavation and earth work as required for 80 mm bore of pipe complete all as specified and directed.

M&L for run lead joints in repairs for Spigot and socketed pipes and fittings including caulking the joints properly to avoid leakage etc and burning out lead joint in position, removing & recovering old lead and deposit to MES store yard including necessary excavation and earth work as required for 100 mm bore of pipe complete all as specified and directed.

M&L for run lead joints in repairs for Spigot and socketed pipes and fittings including caulking the joints properly to avoid leakage etc and burning out lead joint in position, removing & recovering old lead and deposit to MES store yard including necessary excavation and earth work as required for 150 mm bore of pipe complete all as specified and directed.

Screwing existing steel tubing for alterations or additions ( or lengthening screw on pipe to form connector) 40/50mm bore of pipe complete all as specified and directed.

Screwing existing steel tubing for alterations or additions ( or lengthening screw on pipe to form connector) 80mm bore of pipe complete all as specified and directed.

Screwing existing steel tubing for alterations or additions ( or lengthening screw on pipe to form connector) 100mm bore of pipe complete all as specified and directed.

S&F Outdoor Epoxy straight through joint to LT XLPE/ PVC insulated cable including all accessories and connections for 120 sqmm to 150 sqmm , 3 ½ Core and 4 core cable including sand cushioning, protection bricks complete all as specified and directed. Note :- Excavation and earth work shall be measured and paid separately.

S&F Outdoor Epoxy straight through joint to LT XLPE/ PVC insulated cable including all accessories and connections for 50 sqmm to 95 sqmm , 3 ½ Core and 4 core cable including sand cushioning, protection bricks complete all as specified and directed. Note :- Excavation and earth work shall be measured and paid separately

S&F Outdoor Epoxy straight through joint to LT XLPE/ PVC insulated cable including all accessories and connections for 185sqmm to 240 sqmm , 3 ½ Core and 4 core cable including sand cushioning, protection bricks complete all as specified and directed. Note :- Excavation and earth work shall be measured and paid separately

M&L for disconnecting burnt end or portion of 25 sqmm to 185 sqmm 3 ½ core cable removing the cable from loop including necessary excavation, earthwork, removing brick protection and relaying the same, and reconnecting the cable by removing burnt portion of cable and preparing fresh terminals of LT cable to pole / main switch etc complete all as specified and directed.

S&F 11 KV HT Cold shrinkable , out door type , cable termination kit with all accessories suitable for 50 to 95 sqmm , 3 Core sizes of XLPE cables including making all connections complete all as specified and directed.

S&F 11 KV HT Cold shrinkable , indoor type , cable termination kit with all accessories suitable for 50 to 95 sqmm , 3 Core sizes of XLPE cables including making all connections complete all as specified and directed.

Supplying, laying or fixing, jointing and testing LT under ground electric power cable Crossed linked polyethylene ( XLPE Cable) insulated, two or more core, galvanised steel strip or wire armoured, ISI-7098 Marked, with aluminium conductor multi stranded , heavy duty 1100 Volts grade of 240 sqmm cross sectional area, 3 ½ core , laid in trenches/ laid under floor or fixed naked with walls / on poles/ in ducts /in GI pipes etc.including sand cushioning, protection bricks complete all as specified and directed. Note :- Excavation and earth work shall be measured and paid separately.

Supplying, laying or fixing, jointing and testing LT under ground electric power cable Crossed linked polyethylene ( XLPE Cable) insulated, two or more core, galvanised steel strip or wire armoured, ISI-7098 Marked, with aluminium conductor multi stranded , heavy duty 1100 Volts grade of 120 sqmm cross sectional area, 3 ½ core , laid in trenches/ laid under floor or fixed naked with walls / on poles/ in ducts /in GI pipes etc.including sand cushioning, protection bricks complete all as specified and directed. Note :- Excavation and earth work shall be measured and paid separately.

Supplying, laying or fixing, jointing and testing LT under ground electric power cable Crossed linked polyethylene ( XLPE Cable) insulated, two or more core, galvanised steel strip or wire armoured, ISI-7098 Marked, with aluminium conductor multi stranded , heavy duty 1100 Volts grade of 95 sqmm cross sectional area, 3 ½ core , laid in trenches/ laid under floor or fixed naked with walls / on poles/ in ducts /in GI pipes etc.including sand cushioning, protection bricks complete all as specified and directed. Note :- Excavation and earth work shall be measured and paid separately.

Supplying, laying or fixing, jointing and testing LT under ground electric power cable Crossed linked polyethylene ( XLPE Cable) insulated, two or more core, galvanised steel strip or wire armoured, ISI-7098 Marked, with aluminium conductor multi stranded , heavy duty 1100 Volts grade of 70 sqmm cross sectional area, 3 ½ core , laid in trenches/ laid under floor or fixed naked with walls / on poles/ in ducts /in GI pipes etc.including sand cushioning, protection bricks complete all as specified and directed. Note :- Excavation and earth work shall be measured and paid separately.

Diversion of LT / HT under ground electric power cable from one route to other route for any size complete all as specified and directed Note :- Excavation and earth work shall be measured and paid separately.

DEFECT WORK Demolition of brick work or stone boulder masonry built in cement mortor including all quoins, arches, pillars etc complete all as specified and directed.

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

Taking down cement plaster from brick or stone walls etc including raking out joints, hacking for key scrubbing down with water etc complete all as specified and directed.

M&L for 10 mm thick rendering in cement mortar 1:6 on fair faces of concrete or brick surface finished even and smooth without using extra cement complete all as specified and directed.

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

Temporarily blocking of inlet of septic tank /manhole with suitable wooden plugs/funny bags and pumping/bailing out effluent and taking out/removing the accumulated sludge soil sewage/ any other foreign/foul materials etc (solid/semisolid) from the septic tank/manhole complete and cleaning the septic tank/manholes with water by mechanically including taking out the blocking arrangement of inlet and making the system functional all as specifiedcomplete all as specified and directed by Engineer-in-Charge. Note : Depth of manhole/Soak well/Septic tank is 1.5 mtr to 4.5 from below GL)

Description all as per srl item no 95 above but depth of manhole/Soak well/Septic tank exc 4.5 but not excedding 10 mtr from below GL complete all as specified and directed.

Temporarily blocking of sewage line of size 150 mm bore with suitable wooden plugs/funny bags and cleaning the same by rodding and removing the sludge alongwith brick bats /stone /broken bottles /any other foreign materials etc complete and cleaning the sewage line with water by mechanically including taking out the blocking arrangement of inlet and making the system functional all as specified and directed by Engineer-in-Charge.

Temporarily blocking of sewage line of size 200 mm bore with suitable wooden plugs/funny bags and cleaning the same by rodding and removing the sludge alongwith brick bats /stone /broken bottles /any other foreign materials etc complete and cleaning the sewage line with water by mechanically including taking out the blocking arrangement of inlet and making the system functional all as specified and directed by Engineer-in-Charge.

M&L for providing precast cement concrete in landing, cover slabs for man holes, Chullah hoods, chajja, water troughs mangers shelves and similar articles with plain faces set in CM 1.4 complete all as specified and directed

M&L for 15 mm thick rendering in cement mortar 1:6 on fair faces of concrete or brick surface finished even and smooth without using extra cement complete all as specified and directed.

M&L for water test for sewage lines of any dia & any type of leakage /blockage of sewage line complete all specified and directed. Note : Source of water for testing will be provided by MES.

M/S JAGANNATH SASMAL