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Tender For Construction Work Of 01 No. Material Recovery Facility Center In Sirsi Gaharwar In Munichipal Council Mirzapur, mirzapur-Uttar Pradesh

Nagar Palika Parishad-NPP has published Tender For Construction Work Of 01 No. Material Recovery Facility Center In Sirsi Gaharwar In Munichipal Council Mirzapur. Submission Date for this Tender is 12-02-2024. Waste recycling service Tenders in mirzapur Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

41739780
Tender For Construction Work Of 01 No. Material Recovery Facility Center In Sirsi Gaharwar In Munichipal Council Mirzapur
Open Tender
Indian
Uttar Pradesh
mirzapur
12-02-2024

Tender Details

Tender For Construction Work Of 01 No. Material recovery facility Center In Sirsi Gaharwar In Munichipal Council Mirzapur

Key Value

Document Fees
INR 4000 /-
EMD
INR 67400.0 /-
Tender Value
INR 33.67 Lakhs /-

BOQ Items

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Sl. No. Item Description
1Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m.
2Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors.
3Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand.
4Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4)Treatment junction of wall and the floor 7.5 liters /sqm (5)Treatment of soil along external perimeter of building 7.5 liters/sqm. (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer"s standard dilution)
5R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200. Same as above but for thelighterbeams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete)
6As in item 6 abovebut inR.C.C.Raft foundation and footingwithapproved stone ballast.(Using1:1.5:3Mix concrete)
7As in item 6 abovebut inColumn withapproved stone ballast.(Using1:1.5:3Mix concrete).
8Class M-150 brick work in 1:6 cement coarse sand (of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work.
9Class-150 brick work in 1:6 cementand Coarse sandmortar in Super structure including supply of all materials, labour tools and plants, etc. required for proper completetion of the work.
10Class-150 HALF brick work in 1:4 cementand COARSE sandmortar in SUPERSTRUCTURE including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work.
11P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
1212 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 fine sand.
1315mm Cement plaster in single coat of Rough side of single of half brick wall for exterior plastering upto floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm. In girth and finished even and smooth No. extra for mixing any additive. 1 cement : 6 fine sand
14Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor).
15P/F of glass strip 5mm thick 35 wide.
16Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Electric resistance or induction butt welded tubes
17Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275 gm/m²
18Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. For Steel Surface.
19Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. For Wooden Surface.
20P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
21Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4 mm
22M.S. or Iron work of small sizes and sections such as holding down bolts, hold fast tie rods, gratings etc. wrought to required from including supply of steel bolts, nuts wastage etc and fixing required for proper completion of the work.Angle iron door chaukhats 40*40*5
23Fixing of Door, windows/ventilators chaukhats in position. (a) Door chaukhats
24Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. (a) 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws single leaf
25P/F stainless steel sliding door bolt ISI marked with nuts and screws etc comp. 250mm x 16mm
26P/F stainless stainless steel sliding door bolts ISI marked with nuts and screws etc. 250mm x 16mm
27Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125mm
28Finishingwallswith water-proofing on cementpaint of approvedmakesuch as super snowcem, durrocem, robiacem, guttucem supercem qualityandof required shade on undecorated wall surfaces(two coat) overone andincludingonecoatwhite after thoroughly brushing the surface to powdered materialsincluding curing and cost of all materials.
29Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 75 mm diameter
30Add Internal Electrification work.
31Add extra for 6 water taps in washing unit.
32Cost of fencing Wall
33Cost of inter Locking
34External W/S arrangement, T.W. boring of 150mm dia with 100mm dia P.V.C. pipe assembly, 1.5 H.P. submersible pump including supply of all accessories starter, panel etc. & pipe arrangement etc. 6"" PVC casing pipe of ISI mark.
35P/F 2" G.I PVC pipe (B)
36NYLon mesh for filter
37Plastic dori
38Solvent cement
396" End cap
404" Submersible Cap
412" MS clamp (Heavy)
422" Gl elbow.
432"*6" GI nipple
442. HP 9 Stage Submersible Pump of ISI mark With automatic panel.
452.5 Sqm. Submersible cable.
46Drilling Charges for 6" dia tubewell.
47Pea Gravel
482" Ms Socket.
49Cartage of material upto site.
50Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.
51Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors.
52Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km. In all comp work.
53Providing and injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete. (plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer"s standard dilution)
54R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone grit in the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. including cost of binding wire. The rate excludes making of drip course which shall be paid extra. ground floor
55As in item no. 6 above but for slabs (Using 1:1.5:3 Mix concrete)Ground Floor
56M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work.
57Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size)
58Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
59Same as in item No. 11 abovebutin super-structure above plinth level up to floor two level ( up to two storeys ) includingnecessarycutting and moulding of brick work asrequiredand also including honeycombed brick work in thickness of wall more than 12cms. (1:6 cement : coarse sand)Ground Floor
60Same as in item no. 9 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. Ground Floor
61P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. Ground Floor
6215mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M.
6312 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 fine sand
6412mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 finesand. Ground Floor
65Making grooves 10 to 12 x 12 mm and upto 25 x 15 mm deep in plaster of the walls or in ceiling vertically or horizontally as required.
66Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc., complete..Ground Floor
67Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.Ground Floor
68Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor).
69Providing and fixing of Flush doors commercial quality conforming to I.S. 2202 part-I (1983) including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges, bolts locks, handles spring fitting with necessary screws to be supplied departmentally. 30 mm thick (a) Single leaf
70M.S. or Iron work of small sizes and sections such as holding down bolts, hold fast tie rods, gratings etc. wrought to required from including supply of steel bolts, nuts wastage etc and fixing required for proper completion of the work. Providing & fixing of hold fast for chaukhatsof doors and windows.
71Providing & fixing of door / windows grill.
72Z-Section steel windows (openable)
73Angle iron door chaukhats 40*40*5
74Fixing of Door, windows/ventilators chaukhats in position. (a) Door chaukhats
75(b) Ventilator chaukhats
76Distempering (two coat) with oil bound distemper of approved brand and manufacture & of required shade on undercorated wall surface to give an even shade orver incluidng all comp work. (ground floor)
77Finishing wall with Acrylic smooth exterior paint of requried shade- New work ( Two or more coat applied @1.67 ltr./10 sqm over and including all comp work.
78Distempering ( Two coat) with oil bound distemper of approved brand and manufacture & of required shade on under corated wall surface to give and even shade over & including all comp work. (Ground floor)
79Providing and applying white cement based putty of average thickness 1mm of approved brand and manufacture over the plastered wall surface to prepare the surface even and smooth comp. Work. (Ground floor)
80P/F 150mm bright finished floor brass door stoper with rubber cushion necessary brass screw etc.
81Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm .
82P/F stainless steel tower bolt (barrel type) with necessary screw etc. 250mm x 10mm
83Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm
84Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compoundconforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed andspecified by the Engineer-in-Charge. With average thickness of 120 mm and minimum. thickness at khurra as 65 mm.
85Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work.
86Same as item 27 above but on new wood surface.
87Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes
88Cost for Internal w/s and sanitation.
89Cost for soak pit
90Cost for Internal Electrification.
91Cost of M.S Gate.
92Cost of c.c road in all comp work.
93Add 2% for contengencies charge.
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