Military Engineer Services-MES has published Provn Of Storm Water Drain Near Married Accn Provn Of Kitchen Plate Racks For Type Ii And Type Iii Quarters And Provn Of Pvc Coated Chain Link Fencing Gate And Siting Platform At Basketball Court And Provision Of Footpath With Interlocking Tiles From. Submission Date for this Tender is 04-06-2020. Drainage Tenders in Paradip Odisha. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 28-May-2020 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 04-06-2020 |
| Name of Work: PROVN OF STORM WATER DRAIN NEAR MARRIED ACCN, PROVN OF KITCHEN PLATE RACKS FOR TYPE-II & TYPE-III QUARTERS & PROVN OF PVC COATED CHAIN LINK FENCING GATE & SITING PLATFORM AT BASKETBALL COURT AND PROVISION OF FOOTPATH WITH INTERLOCKING TILES FROM GATE NO 2 TO SQUASH COURT AT CGRA COMPLEX PARADIP UNDER GE (I)(CG) BHUBANESWAR | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | SCH 'A' PART-I : PROVN OF STORM WATER DRAIN\nExcavation in trenches n.exc 1.50 m wide and n.exc 1.5m in depth for foundation etc n.exc 10 sqm on plan and and getting out in soft loose soil complete all as specified and directed. (Total Qty : Pt-I 452.00 + Pt-III 30.00 +Pt-IV 17.10 ) | 499.1 | CUM | |
| 2 | 2 | M&L Plain Cement Concrete Type D2 1:4:8 (using 40 mm graded stone aggregate) as in foundations, filling and mass concreting complete all as specified and directed.\n(Total Qty : Pt-I 90+ Pt-III 15) | 105 | CUM | |
| 3 | 3 | M&L Brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in cement mortar (1:6) complete all as specified and directed. | 120 | CUM | |
| 4 | 4 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils complete all as specified and directed.\n(Total Qty : Pt-I 99.00 + Pt-III 10) | 109 | CUM | |
| 5 | 5 | Removal of excavated soils material exceeding 250M but not exceeding 500 mtr and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as specified and directed. | 353 | CUM | |
| 6 | 6 | M&L Plain cement concrete (1:2:4) type B1 using 20 mm graded stone aggregate as in copings plinth courses, string courses, lacing courses parapets, apex stones, bed plates, water troughs and the like including weathering, slightly rounded for chamfered angles and throating, complete all as specified and directed.\n(Total Qty : Pt-I 25.00 + Pt-II 2.30+Pt-III 40.00) | 67.3 | CUM | |
| 7 | 7 | M&L Rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar (1:4) finished even and smooth without using extra cement complete all as specified and directed. | 384 | SQM | |
| 8 | 8 | SCH 'A' PART-II : PROVN OF KITCHEN PLATE RACKS FOR TYPE-II & TYPE-III QUARTERS\nS&F stainless steel Kitchen plate rack of overall size 60 x 75 x 25 Cm made out of 0.63mm thick SS sheet, with shelves and racks to hold kitchen utensils such as plates, tumblers, bowls and cutlery etc with edges of racks and shelves turned, including fixing to wall with brass chromium plated screws as directed, plate rack of design and quality as approved by GE complete all as specified and directed. | 104 | Each | |
| 9 | 9 | SCH 'A' PART-III : PROVN OF PVC COATED CHAIN LINK FENCING GATE AND SITING PLATFORM AT BASKETBALL COURT (Item for PCC 1:4:8, excavation of E/W in trenches, returning filling soil, PCC 1:2:4, as in coping will be paid under item No 2, 1, 4 & 6 of Sch 'A' Part-I respectively)\nExcavating in post holes (or similar holes) each n exc 0.5 cum, getting out, and filling with plain cement concrete all round & removing surplus soil to a distance n exc 50 m as in soft/loose soil complete all as specified and directed. \n(Note : M&L for Plain cement concrete for filling shall be measured and paid separately under item No 2 of Sch 'A' Part-I) | 52 | Each | |
| 10 | 10 | S&F steel wire galvanised & PVC coated chain link fencing inter winded (low carbon steel wire heat treated zinc coated (Zinc + PVC) of diametre of GI wire 2.5mm and 1.5mm PVC coating over all 4.00mm dia & size of mesh, 50x50 mm rust proof, durable etc complete all as specified and directed. | 390 | SQM | |
| 11 | 11 | Supply only mild steel screw bolts 10 mm dia (machine made) with hexagonal or square heads at one end and screwed the other or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut,exc 5 cm and not exceeding 10 cm long complete all as specified and directed. | 32 | KG | |
| 12 | 12 | M&L angle iron as in fencing posts, and struts including cutting tops to shape as directed ,drilling holes notching for wire etc, flat iron fillets for securing wire mesh etc including all necessary bolting riveting etc and similar work confirming to Fe-290, GRADE E-165 complete all as specified and directed. | 1360 | KG | |
| 13 | 13 | M&L mild steel TMT bars 10mm dia and over, cut to length , bent to shape required, including cranking, bending spirally for hooping 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. | 160 | KG | |
| 14 | 14 | All as per item No 13 above but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed. | 40 | KG | |
| 15 | 15 | M & L removing excavated soil n.exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and directed. (Total Qty : Pt-III 20.00+ Pt-IV 94.50) | 114.5 | Cum | |
| 16 | 16 | M & L reinforced cement concrete(nominal mix) type B-1 1:2:4 (using 20mm graded stone aggregate) foundations, footings complete all as specified and directed. | 1.2 | Cum | |
| 17 | 17 | M & L reinforced cement concrete(nominal mix) type B-1 1:2:4 (using 20mm graded stone aggregate) in Columns, pillars, piers, etc.complete all as specified and directed. | 1 | Cum | |
| 18 | 18 | M & L 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 of concrete (flat surface) complete all as specified and directed. | 4.8 | Sqm | |
| 19 | 19 | M & L formwork for rough finished surface of concrete (flat surface) to sides of pillars, posts, struts, piers, columns, and stanchions complete all as specified and directed. | 14 | Sqm | |
| 20 | 20 | M & L framed work and hung as gates, including pintle hinges stops, with ornamental and intricate design conforming to Fe .290 (Gde-E-165) Quality-A and hanging, also fastening and fixing complete all as specified and directed. | 360 | KG | |
| 21 | 21 | M&L Preparation of new steel surfaces over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of zinc chrome red oxide primer complete all as specified and directed. | 72 | Sqm | |
| 22 | 22 | M & L machine pressed precast concrete interlocking paver block any shape and size conforming to IS 15658-2006 of 60mm thickness, M-35 Grade fixed with grey cement and pigment complete all as specified and directed. (Total Qty : Pt-III 110.00 + Pt-IV 570.00) | 680 | Sqm | |
| 23 | 23 | M & L surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft / loose soil and disposal complete all as specified and directed.\n(Total Qty : Pt-III 110.00 + Part-IV 77.40) | 187.4 | Sqm | |
| 24 | 24 | M&L sand filling under floors or in foundation including watering and consolidation complete all as specified and directed. (Total Qty : Pt-III 11.00 + Part-IV 57.00) | 68 | Cum | |
| 25 | 25 | M&L 100mm thick plain cement concrete type D-2, (1:4:8) type D-2, using 40mm graded stone aggregate as in sub base of flooring complete all as specified and directed. (Total Qty : Pt-III 110.00 + Part-IV 570.00) | 680 | Sqm | |
| 26 | 26 | M&L Brickwork with fly ash bricks straight or curved on plan exc 6m mean radius, built in cement mortar (1:4) complete all as specified and directed. | 30 | Cum | |
| 27 | 27 | M&L Rendering 15mm thick on fair face of brickwork or concrete surfaces in cement mortar (1:4) finished even & smooth (without using extra cement) complete all as specified and directed. | 25 | Sqm | |
| 28 | 28 | M&L preparation new wall surface and applying two coats of cement base paint, white or tinted over a coat of alkali resistance priming paint complete all as specified and directed. | 25 | Sqm | |
| 29 | 29 | M&L Granite (of any type) tiles 18-20mm thick machine cut, bedded & jointed with grey cement slurry & pointed with white cement with admixture of pigment to match the shade of granite stone including cutting griniding & polishing and including 15 mm thick screed bed in cement mortar 1:6 for laying floors complete all as specified and directed. | 42 | Sqm | |
| 30 | 30 | M&L Granite (of any type) tiles 18-20mm thick machine cut, as in skirting /dados and jointed with grey cement slurry & pointed with white cement with admixure of pigment to match the shade of granite stone including cutting moulding griniding & polishing and including 10 mm thick rendaring in cement mortar 1:4 complete all as specified and directed. | 36 | Sqm | |
| 31 | 31 | S&F mild steel 10mm dia round bars cut to length , bent to shape required, including cranking, bending spirally for hooping 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. | 400 | KG | |
| 32 | 32 | M&L surfaces of any description wood steel, iron, concrete, bricks etc n.exc 10cm in width or girth and applying two coats of black bituminious paint complete all as specified and directed. | 80.6 | Per 10RM | |
| 33 | 33 | SCH 'A' PART-IV : PROVISION OF FOOTPATH WITH INTERLOCKING TILES FROM GATE NO 2 TO SQUASH COURT (item for surface excavation shall be paid under item No 23 of Part-III, item for excavation in trenches, PCC 100mm thick 1:4:8 D-2, sand cushioning, PCC 1:2:4, B-1 as in coping, precast interlocking block M-35, removal of surplus soil will be paid under Sch 'A' Part-I, item No-1, Part-III item No-25, Part-III item No-24, Part-1 item No-6, Part-III of item No 22 & item No 15 of Part-III respectively) \nM&L hardcore of gauge n.exc 63 mm, deposited, spread and levelled in layers n.exc 15 cm thick with broken stone or boulders, watered and rammed to a true surface complete all as specified and directed. | 57 | CUM |
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