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Provision Of Covered Rcc Drain , Drain Cover , Paver Block , Wall Panelling And Spl Repair Of Various Damaged Infrastructure At Various Locations Under Ge ( Fw ) Kolkata, Fort William Kolkata-West Bengal

Military Engineer Services-MES has published Provision Of Covered Rcc Drain , Drain Cover , Paver Block , Wall Panelling And Spl Repair Of Various Damaged Infrastructure At Various Locations Under Ge ( Fw ) Kolkata. Submission Date for this Tender is 18-01-2021. Drainage Tenders in Fort William Kolkata West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

26440472
Corrigendum : Provision Of Covered Rcc Drain , Drain Cover , Paver Block , Wall Panelling And Spl Repair Of Various Damaged Infrastructure At Various Locations Under Ge ( Fw ) Kolkata
Open Tender
Indian
West Bengal
Fort William Kolkata
18-01-2021

Tender Details

Provision Of Covered Rcc Drain , Drain Cover , Paver Block , Wall Panelling And Spl Repair Of Various Damaged Infrastructure At Various Locations Under Ge ( Fw ) Kolkata

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 07-Jan-2021 Date Corrigendum 1 Date 18-01-2021
2 08-Jan-2021 BOQ Corrigendum BOQ 18-01-2021

Key Value

Document Fees
INR 500 /-
EMD
INR 81000.0 /-
Tender Value
INR 40.50 Lakhs /-

BOQ Items

Name of Work: PROVN OF COVERED RCC DRAIN, DRAIN COVER, PAVER BLOCK, WALL PANELLING AND SPL REPAIR OF VARIOUS DAMAGED INFRASTRUCTURE AT VARIOUS LOCATIONS UNDER GE (FW) KOLKATA
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Excavation in trenches not exc 1.5 metre width and not exceeding 1.5 metre in depth in road/hardstanding and getting out complete all as specified and as directed. 6 CUM
2 2 Excavation in trenches not exc 1.5 metre width and not exceeding 1.5 metre in depth in soft/loose soil and getting out complete all as specified and as directed. 36 CUM
3 3 Returning, filling in including spreading levelling watering and well ramming in layers n.exc 25 thick for soft/loose soil complete all as specified and as directed. 8 CUM
4 4 Removal of excavated material to a distance n.exc 50 metre and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and as directed. 32 CUM
5 5 S&F machine made precast cement concrete kerb stone blocks of size 300 x 300 x 150mm by using Cement concrete (1:3:6) type C-1 (using 20mm graded aggregate) complete all as specified and directed. 500 EACH
6 6 Supply and laying machine pressed precast concrete interlocking paver block any shape and size conforming to is 5658-2006 of 60mm thick M-35 grade with grey cement pigment and pigment incl dismantling of existing unserviceable blocks complete all as specified and directed.\n(NOTE: Sand cushioning will be measured and paid seperately) 250 SQM
7 7 Supply and laying machine pressed precast concrete interlocking paver block with grey cement and pigmnent of any shape and size as approved by GE conforming to IS-15658-2006 of 60 mm thickness, M-35 grade with 6 mm top layer of coloured rubberised anti abrasive material incl dismantling of existing unserviceable blocks complete all as specified and directed.\n(NOTE: Sand cushioning will be measured and paid seperately) 20 SQM
8 8 Taking out interlocking paver block any shape or size and relaying same in patches after removing all vegitation, algae, grassetc, preparing beds and laying or setting, jointing new or old paver blocks complete all as specified and as directed. \n(NOTE: Sand cushioning, if required shall be measured and paid seperately. Replacement of broken paver block shall be paid seperately as "Supply only") 150 SQM
9 9 Supply only machine pressed precast concrete interlocking paver block with grey cement and pigmnent of any shape and size as approved by GE conforming to IS-15658-2006 of 60 mm thickness, M-35 grade with 6 mm top layer of coloured rubberised anti abrasive material complete all as specified and directed. 30 SQM
10 10 Supply only machine pressed precast concrete interlocking paver block with grey cement and pigmnent of any shape and size as approved by GE conforming to IS-15658-2006 of 60 mm thickness, M-35 grade complete all as specified and directed. 10 SQM
11 11 M&L for sand filling under floors or in foundation including watering and consolidation complete all as specified and directed. 23.1 CUM
12 12 Supply and laying machine pressed precast concrete interlocking paver block any shape and size conforming to is 5658-2006 of 60mm thick M-35 grade with grey cement pigment and pigment complete all as specified and directed.\n(NOTE: Sand cushioning will be measured and paid seperately) 352 SQM
13 13 Demolition of cement concrete (un-reinforced) in ground floors and pavings n. exc. 15 cm thickness (below or above ground level) complete all as specified and directed. 24.5 CUM
14 14 M & L brick work with sub class 'B' fly-ash bricks, straight or curved on plan exc 6 M mean radius built in cement mortar 1:6 complete all as specified and directed. 30 CUM
15 15 ditto item No. 43 above but except bricks complete all as specified and directed . \n(Note: Serviceable bricks obtained from demoition shall be reused) 1 CUM
16 16 M & L half brick with sub class 'B' fly-ash bricks straight or curved on plan to any radius built in cement mortar 1:4 complete all as specified and directed. 57 SQM
17 17 Material and labour for rendering 15mm thick in cement mortar (1:4) on fair faces of brick work or concrete surfaces, mixed with water proofing compound as per manufacturer's instruction, finished even & smooth (without using extra cement) and top layer complete all as specified and directed. \n(NOTE : Water proofing compound shall be measured and paid seperately). 260 SQM
18 18 Supplying Integral water proofing compound complete all as specified and directed. 44 KG
19 19 M&L cement concrete in foundation filling and mass concrete, sub base of drain etc, type D2 (1:4:8) using 40 mm graded crushed stone aggregate complete all as specified and directed. 7.5 CUM
20 20 M&L for PCC (1:3:6) type C-2 using 40 mm graded stone aggregates as in surface channels and drains including necessary form work complete all as specified and directed. 3.3 CUM
21 21 Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc. Complete all as specified and directed.\n(Note: Inner girth only to be measured) 80 RM
22 22 Add or deduct for each 25 mm girth or part thereof over or under 30cm ditto 1 RM
23 23 M&L for PCC (1:2:4) type-B0 (using 12.5 mm graded crushed stone aggregate) as in flooring benching to drain, manholes, coping etc. and the like edge slightly rounded or chamfered angles and throating, as directed including necessary form work etc complete all as specified and directed. 4.2 CUM
24 24 Cutting holes in brick walls in cement mortar exc half brick but n. exc one brick for inserting holdfasts, rafters, purlins, similar works etc and making good dismantled portion in cement mortar 1:3 or cement concrete 1:2:4 Type B-1 using 20 mm graded crushed stone aggregates complete all as specified and directed. 18 EACH
25 25 Cleaning of existing covered / uncovered (partly / semi or fully filled up) drain, of any opening width and depth by removing and re-fixing of cover-slab (wherever applicable) taking out accumulated silt, mud, earth, rubbish, vegetation etc from the drain and removing the same at a distance exceeding 500 metre but not exceeding 1 Kilometre where directed, washing of the drain with water complete all as directed by the Engineer-in-Charge. 55 CUM
26 26 Cleaning of sewage line/storm water line of 450 mm bore either manually (by pushing a piece of bamboo split, tied with gunny bags at one end from one manhole to another manhole) or by mechanically operated pump including dewatering, desilting and well flushing the line with water and testing on completion complete as directed by the Engineer-in-Charge. 50 RM
27 27 S&F RCPC (Reinforced Cement Polymer Concrete) grating slab on size 1200mmX450mmX75mm thick, of capacity 5 MT, fixed in proper position complete all as directed by Engr in Charge 250 EACH
28 28 S&F RCPC (Reinforced Cement Polymer Concrete) grating slab on size 900mmX450mmX75mm thick, of capacity 5MT, fixed in proper position complete all as directed by Engr in Charge 248 EACH
29 29 S&F RCPC (Reinforced Cement Polymer Concrete) grating slab on size 600mmX450mmX75mm thick, of capacity 5MT, fixed in proper position complete all as directed by Engr in Charge 181 EACH
30 30 Taking up old manhole cover with frame (heavy duty) and raising / re-fixing in proper position, set in cement mortar 1:3 and haunching with PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) concrete surround finished even and smooth without using extra cement all as directed by the Engineer-in-Charge. 12 EACH JOB
31 31 M&L for PCC 1:3:6 type C2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed. 1.5 CUM
32 32 S&F CI manhole cover with frame, heavy duty with 5 MT capacity, set in cement morta 1:3 and flaunching with cement concrete 1:2:4 type B1 using 20 mm graded stone aggregates complete all as specified and directed. 16 EACH
33 33 Cutting of existing RCC hume pipe, any size and at any depth for construction of new manhole in existing line of size as per site requirement including repairing of edge of RCC hume pipe with cement mortar 1:1 and removal of cut portion of pipe from site complete all as specified and directed.\n(NOTE: Items for manhole & earthwork, excavation in hard surface/black top surface etc shall be measured and paid seperately) 16 EACH JOB
34 34 Material and labour for Concrete bed to drain pipes 450mm bore including packing under and hunching against the sides the pipe after there laid and tested in cement concrete (1:3:6) type C2 using 40mm graded aggregate complete all as specified and as directed 30 RM
35 35 M&L for Salt-Glazed stoneware drain pipe 450mm bore (dia), grade ‘A’, conforming to IS-651:1980, laid in trenches, jointed with cement mortar 1:1 and tested, complete all as specified & directed. 28 RM
36 36 Material and labour for Precast RCC (1:2:4) type B-1 (using 20 mm graded crushed stone aggregate) as in cover slabs and the like including providing necessary form work etc, set in cement mortar (1:4) complete all as specified and as directed by the Engineer-in-Charge.\n(Note : Reinforcement to be measured and paid separately) 7.5 CUM
37 37 M&L 8 to 10 mm dia TMT bars, cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.9mm dia as directed by the Engr-in-Charge. 1060 KG
38 38 Supply and fixing cast iron (grade FG 150) manhole cover / grating / gully trap etc including frame (weighing exceeding 3 Kg each) of different sizes, fixed in concrete cover as directed by the Engr-in-Charge. 1120 KG
39 39 M&L Mild steel framed work such as grills, gratings, etc with ends of bars shouldered and/ or riveted or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walkways, railings, framework of water tanks and similar works incl portions framed and hung as gates, including pintle hinges, stops, hand-made sliding bolts, etc confirming to grade Fe-290. Gde-E-165 complete all as specified and directed. 1250 KG
40 40 Dismantling/taking down of existing cover slab of thickness n. exc 10 cm from existing drain and refixing in proper position complete all as specified and directed. 200 SQM
41 41 Demolition of brick work built in cement mortar including all quoins, arches, pillars etc all as specified and as directed by the Engineer-in-Charge. 14.2 CUM
42 42 De-silting/cleaning of area drainage or excavation of liquid/sludge/soil and removing of excavated material to a distance exceeding 50 m but not exceeding 100 m, depositing, spreading and levelling complete all as specified and directed. 40 CUM
43 43 M&L for two coats of synthetic enamel paint over coat of red oxide zinc chrome primer on steel surfaces over 10cm width or girth including preparation or new surfaces complete all as specified and directed. 90 SQM
44 44 Supply and Fixing PVC solid wall lining consisting of 5 mm thick single side prelam PVC sheet inclusive of solvent cement and fixing at site on PVC frame as per manufacturer’s specification and instruction and as directed by the Engineer-in-Charge. 48.3 SQM
45 45 Supply and Fixing 5mm thick PVC sheet fillet of width 35 mm for wall paneling inclusive of fixing on to wall to make PVC frame as per specification and drawing. 193.2 RM
46 46 Surface excavation not exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed. 132 SQM
47 47 M&L for PCC 1:3:6 type C2 using 40mm graded stone aggregate as in plinth protection paving etc 75mm thick finishing cement concrete surface even and smooth without using extra cement complete all as specified and directed. 27 SQM
48 48 M&L for plain cement concrete (1:2:4) type B1 using 20 mm graded aggregates in lintels upto 1.5 m clear span, cills, steps, seismic and other similar bands, plinth courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones , bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating including formwork complete all as specified and directed. 1.87 CUM
49 49 Removal of excavated material to a distance exc 250 metre but not exc 500 metre and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and as directed. 19.8 CUM
50 50 Taking down cement plaster or cement lime plaster on brick or stone walls etc including rakingout joints, hacking for keys, scrubbing down with water etc complete all as specified and directed. 20 SQM
51 51 M&L for 15mm thick rendering on fair faces of brick work or concrete surfaces in cement mortar 1:6 finished rendering surfaces even and smooth without using extra cement complete all as specified and directed. 120 SQM
52 52 M&L for preparation on newly plastered wall surfaces and applying three coats of white wash complete all as specified and directed. 30 SQM
53 53 M&L Preparing new plastered surfaces of Walls and applying two Coats of Exterior Emulsion Paint (as per manufacturer's specifications) over a coat of primer complete all as specified and as directed.\n(Make of Paint: Asian Paint (Apex Ultima) / ICI Dulux (Weather Shield Max) / Berger (Weather Coat All Guard) / Shalimar Paints (Xtra Maximum) / Nerolac (Excel Total)/ Jotun (Jotashield Water Xtreme) 90 SQM
54 54 S&F in repair 35mm precast cement concrete type B0, 1:2:4 using (12.5mm graded crushed stone aggregate) louvers and jallies including all mouldings set in cement mortar 1:4 complete all as specified and directed. 20 SQM
55 55 Dismantling structural steel work of any decryption including doors, gates, railing etc but excluding framed trusses complete all as specified and directed. 26.48 QUINTAL
56 56 M&L for mild steel tubular post including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 complete all as specified and directed. 648 KG
57 57 M&L for Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 complete all as specified and directed. 2000 KG
58 58 M&L for Rolled mild steel in plates(plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes without any attachment Gde Fe 410W complete all as specified and directed. 40 KG
59 59 Dismantling of plain or corrugated steel sheeting any gauge or any thickness in roof covering including stacking serviceable materials of re-use or removing unserviceable materials complete all as specified and directed. 22 SQM
60 60 S&F 0.50 mm thick TCT (total coated thickness) pre-coloured galvalume sheets with minimum base metal thickness of 0.45 mm, single skin high rib/multi rib profile galvalume sheeting having 1000-1020 mm width and 28-30 mm high crest @ maximum 250-255 mm pitch (centre) with sheets manufactured out of 0.50 mm this TCT (total coated thickness) high tensile galvalume sheets having tensile strength 550 MPA with 18-20 micron top coat over 5 micron primer and 8-10 micron alkyld backer zinc aluminium alloy AZ-150, sheets having a dip metallic zinc (43.5%0 aluminium (55%) & silicon (1.5%) with total mass coating of 150 gms/sqm on both sides, having wide pans with minimum 3 small stiffening ribs for effective water shedding and special male/female ends with full return legs on laps for purlin support and fixed as per existing profile of roof complete all as specified and directed. 12 SQM
61 61 All as per Item No. 60 above but 0.50 mm thick coloured plain galvalume sheet as in ridge/valley gutter of roof. 10 SQM
62 62 S&F in repair fibre glass reinforcement translucent corrugated sheeting of 2mm thick with two corrugation side lap fixed with fixed with L type or J type or cranked hook bolts in roofs, walls etc complete all as specified and directed. 135 SQM
63 63 Supply and fixing mild steel wind ties for roof including securing bolts complete all as specified. \n(NOTE: Measurement shall be taken for the ms flat only. Quoted rate is deemed to include for the cost of securing bolts etc) 5 KG
64 64 Cleaning of blocked waste line (of any bore) from sink / urinal / wash- hand basin to floor trap manually (by pushing a piece of bamboo split, tied with gunny bags at one end to other) including de-watering and well flushing the line with water and testing on completion complete as directed by the Engineer-in-Charge. 30 RM
65 65 Taking down chowkhats or frames with shutters (w/o taking off shutters from the frames) area not exceeding 1.5 sqm each and removing from the site complete all as specified and directed. 1 EACH
66 66 Taking down shutters of any description area exceeding 1.00 sqm and not exceeding 2.00 Sqm each and removing from the site complete all as specified and directed. 1 PER LEAF
67 67 Forming jambs etc opening etc including cutting, toothing and properly bonding into old work also facing, jointing and pointing to match existing work built in cement mortar 1:6 complete all as specified and directed. 2 SQM
68 68 Making good under cill or over arches, lintels including all pinning in with cement mortar 1:4 complete all as specified and directed. 2 SQM
69 69 S&F, Powder coated aluminium sliding window with shutter styles 40mm x20 mm sheet thickness 1.5mm Two shutter of glass and one shutter of wire mesh consisiting of Stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples, frame (chowkat) of window shall 100mm x 44mm x 1.5mm thick section with or without rebate 5 mm thick tinted glass fixed with aluminium beads locking arrangement with each shutter all as directed by the Engineer-in-Charge.\nNote: 1) Size of window shall be as per site requirement. \n2) Glass and wire cloth shall be measured seperately. 5 SQM
70 70 S&F Powder coated anodised aluminium window grills of size 100 X 100mm having section width 6mm and 3mm thick fixed on aluminium section weighing not less than 0.55 Kg/metre including necessary jointing fittings etc all as per manufactures instruction complete all as specified. 4 SQM
71 71 Supply and Fix Stainless steel wire cloth, 0.36mm nominal dia. of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples, complete all as specified and directed. 4 SQM
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