Construction Of Material Recovery Facility Centre At Nagar Panchayat Dibiyapur In District Auraiya . Material Recovery Facility Centre
Tender Value
38.08 Lakhs
Estimated cost
Bid Submission
02 Mar 2020
0 days left
EMD
3.37 Lakhs
Bank guarantee accepted
Document Fee
3980
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dibiyapur → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Material Recovery Facility Centre At Nagar Panchayat Dibiyapur In District Auraiya . Material Recovery Facility Centre
BOQ
| Name of Work: Construction of Material Recovery Facility(MRF) Centre in Nagar Panchayat Dibiyapur. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in cutting or in embankment in ordinary soil, excavation to be done in layers of regular pits not exceeding 1/2 metre in depth & earth work in embankment to be in 20 cm layers including including ramming & dressing ramming & dressing the surface to required levels and slopes and also including 3.00M lift and 1.00 KM lead S I No (253+254) including cartage up to 1.00Km distance complete in all | BI01010001010000000000000515BI01000011131 | 14.61 | Cum. |
| 2 | 2 | Earth 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. | BI01010001010000000000000515BI01000011132 | 129.58 | Cum. |
| 3 | 3 | Providing and laying base concrete 1:4:8 Cement f/sand and 40mm gauge stone ballast including supply of all material labour T&P etc all complete S.I. 281 | BI01010001010000000000000515BI01000011153 | 38.51 | Cum. |
| 4 | 4 | Sand 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. | BI01010001010000000000000515BI01000011164 | 26.74 | Cum. |
| 5 | 5 | Providing 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 | BI01010001010000000000000515BI01000011175 | 279.87 | Sqm |
| 6 | 6 | R.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. | BI01010001010000000000000515BI01000011186 | 10.96 | Cum. |
| 7 | 7 | (b)Same as above but for the Slab i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete) | BI01010001010000000000000515BI01000011197 | 1.28 | Cum. |
| 8 | 8 | As in item 6 above but in R.C.C. Raft foundation and footing with approved stone ballast.(Using 1:1.5:3 Mix concrete) | BI01010001010000000000000515BI01000011208 | 14.22 | Cum. |
| 9 | 9 | As in item 6 above but in R.C.C. Coulmns with approved stone ballast.(Using 1:1.5:3 Mix concrete) | BI01010001010000000000000515BI01000011219 | 6.7 | Cum. |
| 10 | 10 | Class M-150 brick work in 1:6 cement coarse sand (of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. | BI01010001010000000000000515BI010000112211 | 25 | Cum. |
| 11 | 11 | Class-150 brick work in 1:6 cement and Coarse sand mortar in Super structure including supply of all materials, labour tools and plants, etc. required for proper completetion of the work. | BI01010001010000000000000515BI010000112312 | 33.97 | Cum. |
| 12 | 12 | Class-150 HALF brick work in 1:4 cement and COARSE sand mortar in SUPERSTRUCTURE including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work. | BI01010001010000000000000515BI010000112413 | 3.38 | Cum. |
| 13 | 13 | Providing and laying damp-proof course 25mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) | BI01010001010000000000000515BI010000112514 | 2.14 | Sqm |
| 14 | 14 | Providing & 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. | BI01010001010000000000000515BI010000112615 | 2.14 | Sqm |
| 15 | 15 | Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works 1:2:4 (1 cement:2 coarse sand 4graded stone aggregate 20mm nominal size) | BI01010001010000000000000515BI010000112716 | 0.79 | Cum. |
| 16 | 16 | P/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. | BI01010001010000000000000515BI010000112817 | 29.82 | Qtl |
| 17 | 17 | 10 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. | BI01010001010000000000000515BI010000112918 | 237.26 | Sqm |
| 18 | 18 | 12mm 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 | BI01010001010000000000000515BI010000113019 | 356.1 | Sqm |
| 19 | 19 | Cement 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). | BI01010001010000000000000515BI010000113121 | 258.45 | Sqm |
| 20 | 20 | Providing and laying Ceramic glazed floor tiles of size 600x600 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,\nFume 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.. | BI01010001010000000000000515BI010000113222 | 4.52 | Sqm |
| 21 | 21 | Providing 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. | BI01010001010000000000000515BI010000113323 | 49.95 | Sqm |
| 22 | 22 | Steel 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 | BI01010001010000000000000515BI010000113424 | 3724.27 | Kg |
| 23 | 23 | Providing 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 | BI01010001010000000000000515BI010000113525 | 327.87 | Sqm |
| 24 | 24 | Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 0.63 mm thick with zinc coating not less than 275 gm/m² | BI01010001010000000000000515BI010000113626 | 27.8 | Rmt |
| 25 | 25 | Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. 0.63 mm thick with zinc coating not less than 275 gm/m² | BI01010001010000000000000515BI010000113727 | 54.4 | Rmt |
| 26 | 26 | P/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. | BI01010001010000000000000515BI01000011388 | 739.8 | Kg |
| 27 | 27 | Providing 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 | BI01010001010000000000000515BI010000113929 | 289.49 | Sqm |
| 28 | 28 | M.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. | BI01010001010000000000000515BI010000111330 | 1921.24 | Kg |
| 29 | 29 | Fixing of Door, windows/ventilators chaukhats in position. | BI01010001010000000000000515BI010000111431 | 11 | Nos. |
| 30 | 30 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes | BI01010001010000000000000515BI010000111533 | 5.94 | Sqm |
| 31 | 31 | Providing 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 | BI01010001010000000000000515BI010000111643 | 10.4 | Sqm |
| 32 | 32 | Providing and fixing aluminium 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 : 250x16 mm | BI01010001010000000000000515BI010000111744 | 9 | Nos. |
| 33 | 33 | Providing and fixing aluminium tower 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 necessary screws etc. complete : | BI01010001010000000000000515BI010000111856 | 6 | Nos. |
| 34 | 34 | Providing 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 | BI01010001010000000000000515BI010000111965 | 12 | Nos. |
| 35 | 35 | Painting 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. | BI01010001010000000000000515BI010000112054 | 4283.94 | Sqm |
| 36 | 36 | Painting 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. | BI01010001010000000000000515BI010000112123 | 24.17 | Sqm |
| 37 | 37 | Finishing walls with water-proofing on cement paint of approved make such as super snowcem, durrocem, robiacem, guttucem supercem quality and of required shade on undecorated wall surfaces (two coat) overone and including one coat white after thoroughly brushing the surface to powdered materials including curing and cost of all materials. | BI01010001010000000000000515BI010000112276 | 571.47 | Sqm |
| 38 | 38 | Providing 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 | BI01010001010000000000000515BI010000112377 | 21 | Rmt |
| 39 | 39 | Providing 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: | BI01010001010000000000000515BI010000112478 | 5.7 | Sqm |
| 40 | 40 | Providing 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 | BI01010001010000000000000515BI010000112500 | 5.02 | Sqm |
| 41 | 41 | White washing two coat including supply of all materials, labour and T & P etc. required for proper completion of the work. | BI01010001010000000000000515BI0100001126123 | 22.92 | Sqm |
| 42 | 42 | Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works 1:2:4 (1 cement:2 coarse sand 4graded stone aggregate 20mm nominal size) | BI01010001010000000000000515BI01000011271234 | 0.79 | Cum. |
| 43 | 43 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, 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 50mm thick compacted bed of 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 per direction of Engineer-in-Charge. 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | BI01010001010000000000000515BI010000112821 | 15.4 | Sqm |
| 44 | 44 | Internal water supply & Sanitation Works (For Toilet Block as per Attached Sheet complete) | BI01010001010000000000000515BI010000112922 | 1 | Job |
| 45 | 45 | Cost of soak pit (as per Attached sheet) | BI01010001010000000000000515BI010000113033 | 1 | Job |
| 46 | 46 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | BI01010001010000000000000515BI010000113144 | 45 | Cum. |
| 47 | 47 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by ippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per pecifications and directions of Engineerin- Charge With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 | BI01010001010000000000000515BI010000113255 | 6.75 | Cum. |
| 48 | 48 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). | BI01010001010000000000000515BI010000113366 | 6.75 | Cum. |
| 49 | 49 | External 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 (details as per attached sheet). | BI01010001010000000000000515BI010000113477 | 1 | Job |
| 50 | 50 | Add L/s for internal& External electical works including Electric connections | BI01010001010000000000000515BI010000113588 | 1 | Job |
AI Tender Summary
Tender Timeline
Feb 25, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedMar 02, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 02, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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