Indian Oil Corporation Limited-IOCL has published Civil Works For Reduction Of Volatile Organic Compounds At Wwtp. Submission Date for this Tender is 11-08-2020. Civil Work Tenders in BGR, Dhaligaon Assam. Bidders can get complete Tender details and download the document.
| Name of Work:CIVIL WORKS FOR REDUCTION OF VOLATILE ORGANIC COMPOUNDS AT WWTP | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 10 | Civil Works | Item 00010 | ||
| 2 | 10.01 | Earth work in excavation by mechanical means (hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earh, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed. | Item 10.10 | ||
| 3 | 10.02 | All kinds of soil | Item 10.20 | 300 | M3 |
| 4 | 10.03 | Extra for every additional lift of 1.5 m or part thereof for earthwork in excavation / filling in: | Item 10.30 | ||
| 5 | 10.04 | All kinds of soil | Item 10.40 | 100 | M3 |
| 6 | 10.05 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered): | Item 10.50 | ||
| 7 | 10.06 | Depth not exceeding 1.5m | Item 10.60 | 20 | M2 |
| 8 | 10.07 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all loads including all lifts involved. | Item 10.70 | 400 | M3 |
| 9 | 10.08 | Surface dressing of the ground (for all kinds of soil) including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead utp 50 m and lift upto 1.5m. | Item 10.80 | 375 | M2 |
| 10 | 10.09 | Filling available excavated earth (excluding rock ) in trenches, plinth, sides of foundations etc., in layers not exceeding 20cm in depth: consolidating each deposited layer by ramming and watering, lead up to 50m and lift upto 1.5m | Item 10.90 | 200 | M3 |
| 11 | 10.1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | Item 10.100 | ||
| 12 | 10.11 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | Item 10.110 | 40 | M3 |
| 13 | 10.12 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | Item 10.120 | 40 | M3 |
| 14 | 10.13 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge. | Item 10.130 | ||
| 15 | 10.14 | In cement mortar | Item 10.140 | 20 | M3 |
| 16 | 10.15 | Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: | Item 10.150 | ||
| 17 | 10.16 | R. S. Joists | Item 10.160 | 1000 | KG |
| 18 | 10.17 | Channel, angles, tees and flats | Item 10.170 | 1000 | KG |
| 19 | 10.18 | Dismantling steel work in built up sections in angles, tees, flats & channels including all gusset plates, bolts, nuts, cutting rivets, welding, etc. including dismembering and stacking within 50 metres lead: | Item 10.180 | 1000 | KG |
| 20 | 10.19 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge. | Item 10.190 | ||
| 21 | 10.2 | Water bound macadam road | Item 10.200 | 40 | M2 |
| 22 | 10.21 | Bituminous road | Item 10.210 | 40 | M2 |
| 23 | 10.22 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level : "Note: Cement will be issued free of cost from store, Contractor has to make their own arrangement for transportation of the same from store to work site. " | Item 10.220 | ||
| 24 | 10.23 | 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Item 10.230 | 40 | M3 |
| 25 | 10.24 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : "Note: Cement will be issued free of cost from store, Contractor has to make their own arrangement for transportation of the same from store to work site. " | Item 10.240 | ||
| 26 | 10.25 | 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | Item 10.250 | 130 | M3 |
| 27 | 10.26 | "Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement : " "Note: Cement will be issued free of cost from store, Contractor has to make their own arrangement for transportation of the same from store to work site. " | Item 10.260 | ||
| 28 | 10.27 | 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | Item 10.270 | 20 | M3 |
| 29 | 10.28 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level as well as above plinth level. | Item 10.280 | ||
| 30 | 10.29 | Thermo-mechanically treated bars | Item 10.290 | 17000 | KG |
| 31 | 10.3 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: "Note: Cement will be issued free of cost from store, Contractor has to make their own arrangement for transportation of the same from store to work site. " | Item 10.300 | ||
| 32 | 10.31 | Cement mortar 1:4 (1 cement : 4 coarse sand) | Item 10.310 | 10 | M3 |
| 33 | 10.32 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : "Note: Cement will be issued free of cost from store, Contractor has to make their own arrangement for transportation of the same from store to work site. " | Item 10.320 | ||
| 34 | 10.33 | Cement mortar 1:4 (1 cement : 4 coarse sand) | Item 10.330 | 2 | M3 |
| 35 | 10.34 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in. "Note: Cement will be issued free of cost from store, Contractor has to make their own arrangement for transportation of the same from store to work site. " | Item 10.340 | ||
| 36 | 10.35 | cement mortar 1:4 (1 cement : 4 coarse sand) | Item 10.350 | 50 | M2 |
| 37 | 10.36 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. "Note: Cement will be issued free of cost from store, Contractor has to make their own arrangement for transportation of the same from store to work site. " | Item 10.360 | ||
| 38 | 10.37 | Cement mortar 1:4 (1 cement :4 coarse sand) | Item 10.370 | 50 | M2 |
| 39 | 10.38 | Centering and shuttering including strutting, propping etc. and removal of form for : | Item 10.380 | ||
| 40 | 10.39 | Foundations, footings, bases of columns etc. for mass concrete. | Item 10.390 | 250 | M2 |
| 41 | 10.4 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. | Item 10.400 | 20 | M2 |
| 42 | 10.41 | Columns, Pillars, Piers, Abutments, Posts and Struts | Item 10.410 | 400 | M2 |
| 43 | 10.42 | 12 mm cement plaster of mix : "Note: Cement will be issued free of cost from store, Contractor has to make their own arrangement for transportation of the same from store to work site. " | Item 10.420 | ||
| 44 | 10.43 | 1:4 (1 cement: 4 fine sand) | Item 10.430 | 200 | M2 |
| 45 | 10.44 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : | Item 10.440 | ||
| 46 | 10.45 | Water thinnable cement primer. | Item 10.450 | 200 | M2 |
| 47 | 10.46 | Finishing walls with water proofing cement paint of required shade : | Item 10.460 | ||
| 48 | 10.47 | New work ( Two or more coats applied @ 3.84 kg/10 sqm) | Item 10.470 | 200 | M2 |
| 49 | 10.48 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: | Item 10.480 | ||
| 50 | 10.49 | Two or more coats on new work Old surface | Item 10.490 | 800 | M2 |
| 51 | 10.5 | "Grit/shot blasting on steel surfaces like storage tanks, columns, vessels, exchangers, chimneys, steel structures and other flat surfaces to S.A. 2-1/2 sweedish specifications in position at all heights excluding cost of scaffolding with all tools and plants,consumables, labour etc, complete in all respect as directed by Engineer-in-charge. Air in the scope of contractor (contractor will have to make is own arrangement for compressor etc. for arranging required air for sand blasting)." | Item 10.500 | 1200 | M2 |
| 52 | 10.51 | PAINTING SYSTEM Supply All necessary materials like primer/ paint etc., preparing surfaces and application of paint/ primer only one coat system as follows, at height up to 6m and in all position including the cost of scaffolding up to 6m, labour, tools & tackles, PPE, Sundries, Electricity charges, Water charges & Other Utility Charges etc. Surface preparation, Labour charges, scaffolding with material/ SQM has been considered as (Rs.48.61 + Rs.48.61 + Rs.82.79) NOTE: 1. Surface preparation (blast clean to SA 2 1/2), labour charges, scaffolding upto 6m height with material in contractor scope has been considered in the schedule of rates. However in case of repetitive painting only labour charges will be paid. 2. Cost towards PPE, Sundries, Electricity charges, Water charges & Other Utility Charges have been considered in the schedule of rates. 3. For painting above 6m height, differential cost of scaffolding as per Mechanical SOR shall be paid extra accordingly. 4.Supply of Air: Air supply during surface preparation in the unit will be provided by IOCL free of cost but in offsite where contractor is to supply the electrical driven air compressor, the painting rates will be 15% extra and in case of supply of diesel driven air compressor, the painting rates will be 25% extra. | Item 10.510 | ||
| 53 | 10.52 | Inorganic Ethyl Zinc Silicate - Primer (Dy film thickness in micron (DFT 75) | Item 10.520 | 1200 | M2 |
| 54 | 10.53 | Alkyd Based High Build MIO - Intermediate Paint (Dy film thickness in micron (DFT 100) | Item 10.530 | 1200 | M2 |
| 55 | 10.54 | Acrylic Polyurethane Paint (Dy film thickness in micron (DFT 30) | Item 10.540 | 2400 | M2 |
| 56 | 10.55 | Deduction in case of painting work carried out at ground level where scaffolding erection is not required for 1st coat of paint appl ication (i.e. @ Rs. 82.79 /SqM./Coat of paint application, as specified in Item No. - CME14001XX | Item 10.550 | 1200 | SQM |
| 57 | 10.56 | Deduction in case of repetative coats of painting where surface preparation and scaffolding erection is not required for successive coat of paint application {i.e. @ (Rs. 48.61 + Rs. 82.79)/M2/Coat of paint application, as specified in Item No. - (CME14001XX) | Item 10.560 | 3600 | SQM |
| 58 | 10.57 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Item 10.570 | 500 | KG |
| 59 | 10.58 | Providing and fixing bolts including nuts and washers complete. | Item 10.580 | 50 | KG |
| 60 | 10.59 | Grouting (Providing & laying up to 50 mm thick non-shrink & free flow cementions grout of approved make & quality under base plate i n horizontal &vertical surface and in foundation bolt & machine foundation as permanufacturer recommendation & specification, cleani ng the surface from oil dust dirt & mixing the grout properly to obtain on smoth & even consistancy grout &placing the same in posi tion as directed by EIC. (NSG materials in contractor scope) | Item 10.590 | 2 | TO |
| 61 | 10.6 | Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Item 10.600 | 6000 | KG |
| 62 | 10.61 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: | Item 10.610 | 3000 | KG |
| 63 | 10.62 | Steel work welded in built up section/framed work including cutting hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. | Item 10.620 | ||
| 64 | 10.63 | In stringers, treads, landings etc, of stair cases including use of chequered plate wherever required; all complete. | Item 10.630 | 6000 | KG |
| 65 | 10.64 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing & stair case railing & stair case railing including applying a priming coat of approved steel primer. | Item 10.640 | ||
| 66 | 10.65 | M.S. tube | Item 10.650 | 1000 | KG |
| 67 | 10.66 | 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. | Item 10.660 | ||
| 68 | 10.67 | Hot finished welded type tubes | Item 10.670 | 1000 | KG |
| 69 | 10.68 | Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% Ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. | Item 10.680 | ||
| 70 | 10.69 | 2mm thick flat. | Item 10.690 | 300 | M2 |
| 71 | 10.7 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm + 0.05 %, total coated thickness with zinc coating 120 gsm as per IS: 277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length up to 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal, 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. | Item 10.700 | 50 | M2 |
| 72 | 10.71 | Providing fixing of 40 cm overall width plain G.S. sheet fixed with polymer coated J, or L hooks, bolts and nuts, G.I. limpet and bitumen washer complete, bent to shape and fixed in wall with cement mortar 1:3 (1cement : 3 coarse sand). | Item 10.710 | ||
| 73 | 10.72 | 1.00mm thick with zinc coating not less than 275gm/m² | Item 10.720 | 100 | M2 |
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