Military Engineer Services-MES has published Special Repair To Sewage Line At Nirbhay Vihar Comma Special Repair To Sewage Line Near Bldg No P 13 And P 14 Of Ex 17 Maratha Li And Special Repair To Security Wall Demarcating Evl At 12 Thimmaya Road Under Ge West Lucknow. Submission Date for this Tender is 20-03-2021. Sewerage Construction Tenders in work Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 13-Mar-2021 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 20-03-2021 |
| Name of Work: SPECIAL REPAIR TO SEWAGE LINE AT NIRBHAY VIHAR, SPECIAL REPAIR TO SEWAGE LINE NEAR BLDG NO P-13 & P-14 OF EX 17 MARATHA LI AND SPECIAL REPAIR TO SECURITY WALL DEMARCATING EVL AT 12 THIMMAYA ROAD UNDER GE WEST LUCKNOW | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Demolition of brick work or stone/ boulder masonary, built in cement mortar or cement lime mortar including all quions, arches, pillars, etc. but excluding ashlar facings, dressed stone work and precast concrete articles etc. complete all as specified and directed. | 11 | Cum | |
| 2 | 2 | Dismantling of wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed. | 1 | Qtl | |
| 3 | 3 | Dismantling fencing wire mesh of any type or size complete all as specified and directed. | 100 | Sqm | |
| 4 | 4 | Dismantling posts or struts (wood, steel or R.C.C.) any section embedede in concrete, brick work, masonary etc., including taking out embedded portion and making good disturbed gound complete all as specified and directed. | 50 | RM | |
| 5 | 5 | Excavating in post holes (or similar holes) each n.exc. 0.5 cum getting out, returning, filling in, and ramming earth or broken rubble mixed with earth around in layer n.exc. 25 cm including watering and removing surplus soil to a distance n. exc 50m and making good surface in soft/ loose soil complete all as specified and directed. | 111 | Each | |
| 6 | 6 | Excavating over areas, n.exc 1.5m deep and getting out in soft/ loose soil complete all as specified and directed. | 1133 | Cum | |
| 7 | 7 | Excavating over areas, exc 1.5m but n.exc 3m deep and getting out in soft/ loose soil complete all as specified and directed. | 876 | Cum | |
| 8 | 8 | Excavating over areas, exc 3m but n.exc 4.5m deep and getting out in soft/ loose soil complete all as specified and directed. | 615 | Cum | |
| 9 | 9 | Excavating over areas, exc 4.5m but n.exc 6m deep and getting out in soft/ loose soil complete all as specified and directed. | 298 | Cum | |
| 10 | 10 | Excavating over areas, exc 6m but n.exc 7.5m deep and getting out in soft/ loose soil complete all as specified and directed. | 161 | Cum | |
| 11 | 11 | Excavating over areas, exc 7.5m but n.exc 9m deep and getting out in soft/ loose soil complete all as specified and directed. | 89 | Cum | |
| 12 | 12 | M&L for 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 3m but n.exc 5m complete all as specified and directed. | 150 | Sqm | |
| 13 | 13 | M&L for use and waste of timbering as planking and strutting for excavations in shafts, wells, cesspits, manholes and pier holes in soil, including wales, struts, open poling boards, etc. as may be necessary and fixing and removal for depth exc 3m but n.exc 5m complete all as specified and directed. | 59 | Sqm | |
| 14 | 14 | Excavating in trenches n.exc 1.5m wide and n.exc 1.5m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in soft/ loose soil complete all as specified and directed. | 240 | Cum | |
| 15 | 15 | Returning, filling in, trenches including spreading, levelling, watering and well ramming in layers not exc. 25cm in soft/ loose soil complete all as specified and directed. | 2784 | Cum | |
| 16 | 16 | Removing surplus excavated material soils n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed. | 36 | Cum | |
| 17 | 17 | Removing surplus excavated material soils exc. 250m but n.exc. 500m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed. | 592 | Cum | |
| 18 | 18 | M&L cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed. | 13 | Cum | |
| 19 | 19 | M&L for brick work with old size fly ash bricks of class designation 75, straight or curved on plan exceeding 6m mean radius built in cement mortar 1:6 complete all as specified and directed. | 92 | Cum | |
| 20 | 20 | All as per item no. 19 above but except bricks.\nNOTE: Bricks retrieved from demolition shall be used. | 8 | Cum | |
| 21 | 21 | M&L for brick work with old size fly ash bricks of class designation 75, straight or curved on plan exceeding 6m mean radius built in cement mortar 1:4 complete all as specified and directed. | 160 | Cum | |
| 22 | 22 | M&L for brick work with old size fly ash bricks of class designation 75, straight or curved on plan to any radius in half brick thick walls, built in cement mortar 1:4 complete all as specified and directed. | 267 | Sqm | |
| 23 | 23 | M&L Cement Concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in lintels upto 1.5m clear span, cills, steps, seismic and other bands, plinth courses, string cources, lacing cources, parapets and railing upto 60cm in hight, copings, kneelers, apex stones, bed plates, water troughs, hold fasts and the like including weathering, slightly rounded or chamfered angles and throating including necessary formwork complete all as specified and directed. | 14 | Cum | |
| 24 | 24 | M&L Mild Steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. | 2145 | Kg | |
| 25 | 25 | M&L Mild Steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, cut to length, bent to shape required including cranking, bending spirally for hooping for columns and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed. | 350 | Kg | |
| 26 | 26 | M&L RCC M-25 (Design mix) using 20mm graded stone aggregate as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc. basements slabs, under reamed piles and mass concrete and similar works complete all as specified and directed. | 14 | Cum | |
| 27 | 27 | M&L RCC 1:2:4 type B-1 using 20mm graded stone aggregate as in bands, coping, kneelars, apex stones, bed plates, lintels and similar works including necessary formwork complete all as specified and directed. | 19 | Cum | |
| 28 | 28 | M&L RCC M-25 (Design mix) using 20mm graded stone aggregate as in columns, pillars, piers, posts and struts and similar works complete all as specified and directed. | 15 | Cum | |
| 29 | 29 | Use and waste of 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 for rough finished surface complete all as specified and directed. | 10 | Sqm | |
| 30 | 30 | Use and waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splay between floors and beams, etc. and similar works for rough finished surfaces complete all as specified and directed | 23 | Sqm | |
| 31 | 31 | Use and waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions and similar works for rough finished surfaces complete all as specified and directed | 16 | Sqm | |
| 32 | 32 | M&L for broken glass coping on top of walls in 20mm thick cement mortar 1:3 complete all as specified and directed. | 50 | Sqm | |
| 33 | 33 | M&L mild steel work as in bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required, hooks (stay), heavy, for large gates, hook and pintel hinges, large hasps and staples, 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 complete all as specified and directed. | 185 | Kg | |
| 34 | 34 | S&F Structural steel framed work with rolled mild steel sections 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 conforming to Fe-290 (Gde E-165) complete all as specified and directed. | 650 | Kg | |
| 35 | 35 | M&L mild steel framed work such as 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 and/or welding etc. and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed. | 270 | Kg | |
| 36 | 36 | 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 provn of galvanised mild steel wire, staples or steel pins etc. complete all as specified and directed. \nNOTE: Each line of wire to be measured. | 15 | 100RM | |
| 37 | 37 | M&L for rendering 15mm thick in cement mortar 1:4 on fair faces of brick work or concrete surface of wall and finishing surface even and smooth without using extra cement complete all as specified and directed. | 1770 | Sqm | |
| 38 | 38 | M&L for three coats of white wash on newly plastered surfaces of wall including preparation of surfaces complete all as specified and directed. | 1339 | Sqm | |
| 39 | 39 | M&L for preparation of new or previously untreated surfaces of steel or iron of any description over 10cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. | 30 | Sqm | |
| 40 | 40 | M&L for precast cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves etc and similar works set in cement mortar 1:4 complete all as specified and directed. | 1 | Cum | |
| 41 | 41 | S&F 75mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed. | 51 | RM | |
| 42 | 42 | M&L for cement concrete 1:3:6 type C-2 (using 40 mm graded stone aggregate) as in surface channels and drains complete all as specified and directed. | 2 | Cum | |
| 43 | 43 | 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. | 7 | RM | |
| 44 | 44 | Add or deduct to above item for each 25mm girth or part thereof over and under 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc complete all as specified and directed. | 7 | RM | |
| 45 | 45 | Demolition and breaking up 300mm internal dia of drain pipes (Salt glazed ware, AC or Reinforced concrete), set in cement mortar complete all as specified and directed. | 30 | RM | |
| 46 | 46 | M&L for 300mm bore reinforced concrete drain pipes, class NP3 complete with collars, laid and jointed in cement mortar 1:1 as in drains and similar works complete all as specified and directed.\nNOTE: (i) Excavation and earthwork with cutting existing manhole and making good shall be measured and paid seperately under respective item. \n(ii) Laying of RCC pipe shall be upto 6m deep trench and all necessary safety measures shall be taken by the contractor during execution withount any extra cost to Govt. \n(iii) The quoted unit rate shall deemed to be inclusive for using machinery and necessary equipment required at site. | 70 | RM | |
| 47 | 47 | M&L for 450mm bore reinforced concrete drain pipes, class NP3 complete with collars, laid and jointed in cement mortar 1:1 as in drains and similar works complete all as specified and directed.\nNOTE: (i) Excavation and earthwork with cutting existing manhole and making good shall be measured and paid seperately under respective item. \n(ii) Laying of RCC pipe shall be upto 9m deep trench and all necessary safety measures shall be taken by the contractor during execution withount any extra cost to Govt. \n(iii) The quoted unit rate shall deemed to be inclusive for using machinery and necessary equipment required at site. | 30 | RM | |
| 48 | 48 | M&L for cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in concrete foundation bed to 300mm bore drain pipes including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed. | 70 | RM | |
| 49 | 49 | M&L for cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in concrete foundation bed to 450mm bore drain pipes including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed. | 30 | RM | |
| 50 | 50 | M&L cutting into existing manholes for connecting new drains, making good to 300mm bore 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-1 smooth finished, and reforming benching as required complete all as specified and directed. | 2 | Each | |
| 51 | 51 | M&L cutting into existing manholes for connecting new drains, making good to 450mm bore 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-1 smooth finished, and reforming benching as required complete all as specified and directed. | 2 | Each | |
| 52 | 52 | M&L for cleaning/desludging of blocked/ chocked/ non functional sewage line of 300mm to 600mm bore of any type and at any depth and cleaning the same including desilting/ descaling by mechanically to make the line functional including taking out all sludge/silt/debries and removing the sludge at a distance exc 500m but not exc 1500m outside MOD land at a place meant for the purpose by local munucipality including provn of barricading, caution boards and safety arrangements etc. during execution of work complete all as specified and directed. | 175 | RM | |
| 53 | 53 | S&F Concertina coil fencing with punched tape coil 450mm dia (at stretched position), made out of hot dipped, galvanised steel wire coated with CLR anti corrosive paint, making diamond shape barbs with 18 SWG sheet, spring core 2.5mm thick wire with tape 0.52mm thick and weight of each coil should not be less than 7.50 Kg, each coil should have 50 rounds and should covers 6 RM length, fixed over and including 6 lines of horizontal RBT (reinforced barbed tape) wire or razor wire at points wherever coil touches the bottom of wire with the help of hog rings (14 SWG) and in between Y shaped angle iron post complete all as specified and directed.\nNOTE: (i) Hogging shall be fixed at a interval of 600mm centre to centre, wherever it touches with the razor wire.\n(ii) Overlapping of concertina coil and razor wire shall be 300mm.\n(iii) Y shaped angle iron post shall be measured and paid separately under respective items.\nMAKE: M/s Global Engg or M/s Specials steels Ltd or M/s Super Fence or other equivalent make as approved by GE. | 50 | RM |
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