Military Engineer Services-MES has published Provision Of Extension Of Runway With Turning Pad At 36 End And Hard Standing With Links And Related Infrastructure Related Infrastructure At Nas Shibpur. Submission Date for this Tender is 25-06-2020. Runway Tenders in SHIBPUR Andaman And Nicobar Islands. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 26-Mar-2020 | Corrigendum 01 | Date | 25-04-2020 |
| 2 | 17-Apr-2020 | Corrigendum 02 | Date | 16-05-2020 |
| 3 | 09-May-2020 | Corrigendum 03 | Date | 26-05-2020 |
| 4 | 19-May-2020 | Corrigendum 04 | Date | 10-06-2020 |
| 5 | 29-May-2020 | Corrigendum 04 | BOQ | 10-06-2020 |
| 6 | 03-Jun-2020 | Corrigendum 06 | Date | 25-06-2020 |
| Name of Work : PROVISION OF EXTENTION OF RUNWAY WITH TURNING PAD AT 36 END AND HARD STANDING WITH LINKS AND RELATED INFRASTRUCTURE RELATED INFRASTRUCTURE AT NAS SHIBPUR | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Surface excavation n.exc.30cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified | 12300 | SQUARE METER | |
| 2 | 2 | Rough excavation not exceeding 1.5 m deep and getting out in hard/dense soil complete all as specified and as directed | 22000 | CUBIC METER | |
| 3 | 3 | Rough excavation not exceeding 1.5 m deep and getting out in any type of soil complete all as specified and as directed | 2426 | CUBIC METER | |
| 4 | 4 | Excavation over areas n. exc.1.5 M deep & getting out in soft/loose soil complete all as specified. | 7557 | CUBIC METER | |
| 5 | 5 | Excavation over areas n. exc.1.5 M deep & getting out in any type of soil complete all as specified. | 2550 | CUBIC METER | |
| 6 | 6 | Excavation over areas n. exc.1.5 M deep & getting out in mud (Slush) complete all as specified. | 2040 | CUBIC METER | |
| 7 | 7 | Excavating over areas exc. 1.5m deep and n exceeding 3.0m deep and getting out in hard/ dense soil complete all as specified. | 82 | CUBIC METER | |
| 8 | 8 | Excavating over areas exc. 1.5m deep and n exceeding 3.0m deep and getting out in any type of soil complete all as specified. | 228 | CUBIC METER | |
| 9 | 9 | Excavation in trenches n.exc.1.5m wide and n.exc.1.5m in depth for foundations, etc., or for laying cables/ pipes, foundation of manhole etc., n.exc.10sqm on plan and getting out in soft/ loose soil complete all as specified. | 2645 | CUBIC METER | |
| 10 | 10 | Rolling and consolidating formation of surfaces in cutting including watering, necessary filling in the depressions with approved earth which occur during the process of rolling using 8 to 12 tonne power roller, consolidating to required gradient and camber complete all as specified.\nNote : Supply of approved earth obtained from outside MD shall be measured and paid seperately under respectieve item of this schedule. | 1230 | TEN SQUARE METER | |
| 11 | 11 | Removing excavated soil to a distance n.exc.50m and depositing where directed at a level n.exc.1.5m above the starting point all as specified. | 2312 | CUBIC METER | |
| 12 | 12 | Removing excavated soil to a distance exc.250m and not exceeding 500m and depositing where directed at a level n.exc.1.5m above the starting point all as specified. | 14440 | CUBIC METER | |
| 13 | 13 | Removing excavated soil to a distance exc.500m and not exceeding 1000m and depositing where directed at a level n.exc.1.5m above the starting point all as specified. | 11860 | CUBIC METER | |
| 14 | 14 | Removing excavated soil to a distance n.exc.1.5Km and exceeding 5Km and depositing where directed at a level n.exc.1.5m above the starting point all as specified. | 2645 | CUBIC METER | |
| 15 | 15 | M&L for 200mm thick( compacted thickness) granular Sub base (GSB) grading V as per MoRTH specification, in single compacted layer, surface formed, rolled and consolidated to required gradient and camber using grader and compacted using earth compactor of min 8 to 12 ton capacity to achieve min98% density of MDD determined using modified proctor density determination method as per IS code all as specified and directed.\nNotes : (a) Material for Granular sub base (GSB) used in the work shall be obtained from approved source of main land (India). \n(b) Anti weed growth measures in terms of chemical spray shall be adopted during monsoon season if work stopped for bad/ wet weather conditions. | 1068 | TEN SQUARE METER | |
| 16 | 16 | M&L for Wet Mix Macadam (WMM)150mm thick (compacted thick-ness) in two layers of 75mm thick each with hard broken stone aggregate (using 53mm and below grading aggregate) of specified grade as per MoRTH, spread, rolled and consolidation to required gradient and camber complete using mechanical paver/grader and tandem vibratory roller/ earth compactor of capacity 8 to 12 tonne at OMC to achieve the min 98% density of MDD determined using modified compactor density determination method as per IS code on prepared subgrade all as specified.\nNotes : (a) Soaked CBR value for the top surface of the WMM should achieve minimum 15 to 20 in field. (b) Aggregate used in the work shall be obtained from approved source of main land (India). (c) Anti weed growth measures in terms of chemical spray shall be adopted during monsoon season if work stopped for bad/ wet weather conditions. | 1068 | TEN SQUARE METER | |
| 17 | 17 | M&L for 100mm thick Dry Lean Cement Concrete (DLC) (design mix) with min compressive strength of 10 N/mm² in 7 days with min cement content of 180kg/cum or as per design mix whichever is more using grading as per MORTH specification, laid, rolled and consolidated to required camber and gradient using necessary mechanical sensor paver and vibratory roller of capacity exc.8 ton and n.exc.10 ton complete all as specified.\nNotes : (a) Aggregate used in the work shall be obtained from approved source of main land India.\n(b) No price adjustment shall be made for any extra quantity of cement due to design requirement. | 10684 | SQUARE METER | |
| 18 | 18 | M&L for 10mm thick river sand (from main land) cushion layer below HDPE sheet spread uniformly complete all as directed and specified. | 107 | CUBIC METER | |
| 19 | 19 | M&L for river sand (from main land) filling under floors or in foundation incl watering and consolidation (sand bed of 100mm thick as capillary cut off layer) complete all as specified. | 1070 | CUBIC METER | |
| 20 | 20 | M&L for laying 400micron HDPE Sheet (white colour) over 10mm thick sand cushion layer, manufactured by multilayer technology using 100% virgin row material, confirming to IS:10889:2004 with company logo and IS Code and Batch number on at least every 2 meters complete all as specified. \nNotes: (a) Manufacturer's test certificates for every consignment should be provided. (b) Sand cushion layer is measured seperately under respective item. | 10684 | SQUARE METER | |
| 21 | 21 | M&L for 250mm thick pavement quality concrete work in pavement of flexural strength 45kg/sqcm (lower control limit) in field as per mix design with min 400kg of cement/cum with 20mm nominal size of graded granite stone aggregate and super plastisizer if required as per design mix (as per IRC 5th revision) mixed with and including triangular/non circular synthetic fiber reinforcement @ 0.25% by weight of cement with min 12mm length, specific gravity 1.34 to 1.40 (specification all as per IRC/MORTH) spread and compacted by using slip form paver and including necessary form work, bull nosing, rounding of edges, finishing by mechanical brooming/belting, curing, etc., complete all as specified. \nNotes : (a) Forming Construction joints, dummy (contraction) joints and expansion joints measured separately under respective items. \n(b) Deduction shall be made in computing concrete quantity for expansion joints. (c) No price adjustment shall be applicable if excess quantity of cement content is used/approved in the execution of work under this item. (d) Polyester triangular (non circular) synthetic fibres as secondary reinforcement mixed in concrete 12mm long with circum circle diameter 30-35 micron, designed for melting point of 240-260 degree Celsius and having specific gravity of 1.34 to 1.40. The material shall be procured from approved manufacturer and measured for separately under relevant Item hereinafter. However labour element for mixing shall be deemed to be included in the unit rate. | 2671 | CUBIC METER | |
| 22 | 21.01 | (e) Textured finished surface of concrete pavement shall be made while concrete is green. (f) Initial curing compound of approved make shall be sprayed and cost of same is deemed to be included in the unit rate. (g) Aggregate used in the work shall be obtained from approved source of main land (India). (h) Slip form sensor paver shall be compatible with Leica Geosystem or equivalent for profile accuracy. (j) Steel formwork to edges of concrete and similiar works (at locations where work with slip form is not possible) etc., shall deemed to be included in the unit rate. | |||
| 23 | 22 | Supply only polyester non circular/ triangular synthetic fibre as secondary reinforcement in pavement quality concrete, 12mm long with circum circle diameter 30-35micron, designed for melting point of 240º-260º Celsius and having specific gravity of 1.34 to 1.40 all as per manufacturer's instructions complete all as specified. (0.25% wt of cement). | 2671 | KILO GRAM | |
| 24 | 23 | M&L for forming 25mm wide expansion joint filled (using diamond cutter) with compressible synthetic filler board for complete depth of joint, i.e. the thickness of slab, provision of closed shall back up rod 30mm dia, filled with polyurethane sealant (min depth of sealant above back up rod shall be of 15mm), complying with BS 5212, BS 4254, and EN 41875-2003, priming the sides min MAF ± 30% with 10 years performance guarantee and applying masking tape on edge of joints to prevent accidental spillage of sealant on top surface to give neat finish to sealant and removing the masking tape after sealant is applied by mechanical applied all as shown on drawing on all as specified. | 241 | TEN RUNNING METER | |
| 25 | 24 | M&L for forming dummy joint 1/3 depth of slab and 8mm wide (using diamond cutter ) providing polythene back up rod 10mm dia and sealed with polyurethane sealant (min depth of sealant 12mm), complying with BS 5212, BS 4254, and EN 41875-2003, priming the sides min MAF ± 30% with 10 years performance guarantee and applying masking tape on edge of joints to prevent accidental spillage of sealant on top surface to give neat finish to sealant and removing the masking tape after sealant is applied by mechanical applied all as shown on drawing on all as specified. | 234 | TEN RUNNING METER | |
| 26 | 25 | M & L for forming construction joints 25mm deep and 10mm wide (using diamond cutter) providing polythene back up rod 12mm dia and sealed with polyurethane sealant (min depth of sealant 12mm), complying with BS 5212, BS 4254, and EN 41875-2003, priming the sides min MAF ± 30% with 10 years performance guarantee and applying masking tape on edge of joints to prevent accidental spillage of sealant on top surface to give neat finish to sealant and removing the masking tape after sealant is applied by mechanical applied all as shown on drawing on all as specified. | 96 | TEN RUNNING METER | |
| 27 | 26 | M&L for TWO coats of ready mixed water based road marking paint on concrete pavement surfaces as in lines, dashes, arrows, letters, etc., all as specified. | 1068 | SQUARE METER | |
| 28 | 27 | Filling of approved earth obtained from excavation, mixing with OPC 43 grade cement as per design mix (min 2% by weight of cement mix) to achieve minimum 'K' value of 4.0Kg/Sqcm/cm by mechanical mixing (Rotavator/ equivalent of modern techniques best available in the current market) spreading and levelling in layers not exc. 150mm thick each layer, rolling and cosolidation of earth incl raising, watering and rolling etc., all as specified.\nNote:- Supply only cement and lead of excavated soil shall be measured separately under relavant items. | 5300 | CUBIC METER | |
| 29 | 28 | Filling of approved earth obtained from excavation, mixing with OPC 43 grade cement as per design mix (min 2% by weight of cement mix) to achieve minimum 'K' value of 4.0Kg/Sqcm/cm by mechanical mixing (Rotavator/ equivalent of modern techniques best available in the current market) spreading and levelling in layers not exc. 150mm thick each layer, rolling and cosolidation of earth incl raising, watering and rolling etc., all as specified.\nNote:- Supply only cement and lead of excavated soil shall be measured separately under relavant items. | 5300 | CUBIC METER | |
| 30 | 29 | Spreading and levelling using approved earth n exc 25cm thick including well ramming, watering as required at Optimum Moisture content to obtain 98% standard proctor density and finishing to required size, shape etc n exc 1.5m from the base all as specified and directed. | 4300 | CUBIC METER | |
| 31 | 30 | Supply only cement OPC 43 grade for soil stabilisation @ 2% of weight of cement mix.. | 159000 | KILO GRAM | |
| 32 | 31 | Forming embankment using approved earth obtained from outside MD land including raising (or lowering) earth, spreading in layers n.exc. 30cm thick, watering, rolling under optimum moisture content to obtain 98% of modified proctor density finishing to required size and shape n.exc.1.5m high from base complete all as specified. | 17700 | CUBIC METER | |
| 33 | 32 | Supply and laying Non woven impervious mechanically bonded Geotextile (Geocomposite PEC 100/100 with 100KN capacity) complete all as specified. | 10700 | SQUARE METER | |
| 34 | 33 | Supply and laying non woven punched mechanically bonded poly-propylene geotextile as per manufacturer's instructions complete all as specified. | 14465 | SQUARE METER | |
| 35 | 34 | Supply and laying 200-220GSM HDPE sheet over sand filling (Sand Bed of 100 mm thick) complete all as specified. | 10700 | SQUARE METER | |
| 36 | 35 | M&L for plain cement concrete 1:4:8 mix, Type D2 (using 40mm graded stone aggregate ) in foundation, filling and mass concrete all as specified. | 170 | CUBIC METER | |
| 37 | 36 | M&L for PCC 1:3:6 type C2 (using 40mm graded stone aggregate) as in foundation or mass concrete all as specified. | 104 | CUBIC METER | |
| 38 | 37 | M&L for RCC M-30 desing mix concrete using 20mm size aggregate as in foundation, footing, plinth beam using 20mm graded stone aggregate complete all as specified. | 806 | CUBIC METER | |
| 39 | 38 | M&L for RCC M-30 design mix concrete using 20mm size aggregate as in walls, basement wall and the like, any thickness complete all as specified. | 785 | CUBIC METER | |
| 40 | 39 | M&L for precast RCC M-30 Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like any thickness complete all as specified. | 115 | CUBIC METER | |
| 41 | 40 | M&L for RCC M-30 Fins, fascias, louvres,parapets, and railings exc. 60cm in height, newels, balustrade, and the like any thickness complete all as specified. | 2 | CUBIC METER | |
| 42 | 41 | Use and waste of steel formwork to sides of concrete foundations, footings, bases of columns, rafts and raft beams, sides and soffits of foundation and plinth beams and similar works for rough finished flat surfaces of concrete all as specified. | 570 | SQUARE METER | |
| 43 | 42 | Use and waste of steel formwork to face of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc., vertical or to batter, rough finished surfaces of concrete complete all as specified. | 2461 | SQUARE METER | |
| 44 | 43 | Use and waste of steel form work to face of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc., vertical or to batter, fair finished surfaces of concrete complete all as specified. | 1926 | SQUARE METER | |
| 45 | 44 | Use and waste of steel formwork to soffits and sides of deck slab exc. 200mm thick for fair finished flat surfaces of concrete all as specified. | 135 | SQUARE METER | |
| 46 | 45 | M&L for high strength TMT deformed steel bars 10mm dia and over, as in reinforcement for concrete, cut to length, bent to shape required including cranking, bending, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia all as specified. | 164038 | KILO GRAM | |
| 47 | 46 | M&L for Mild steel TMT deformed bars 8mm dia, cut to length, bent to shape required, including cranking, ending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips. | 11146 | KILO GRAM | |
| 48 | 47 | M&L for Boulders filling dry and hand picking tightly as in weep holes of retaining wall. | 23 | CUBIC METER | |
| 49 | 48 | S&F for PVC pipe 50mm dia as in weep holes of retaining walls complete all as specified. | 174 | RUNNING METER | |
| 50 | 49 | Returning filling in soil including spreading, leveling, watering and well ramming in layers n.exc.25mm thick each all as specified. | 617 | CUBIC METER | |
| 51 | 50 | Back filling of retaining walls using approved earth obtained from excavation incl spreading, levelling, watering and well ramming in layers n.exc. 25cm thick complete all as specified. (Back filling required for Hill side only) | 232 | CUBIC METER | |
| 52 | 51 | Back filling (Filter media) consists of crushed stone satisfying the grade as per IRC specification for sub surface drainage complete all as specified | 2213 | CUBIC METER | |
| 53 | 52 | M&L for broken stone hardcore of gauge n.exc.63mm, deposited, spread and leveled in layers n.exc.15cm thick, watered and rammed to a true surface all as specified and directed. | 407 | CUBIC METER | |
| 54 | 53 | M&L for 150mm bore UPVC pipe with 2/3 circumference having perforation and bottom 1/3 circumference without perforation in any length of pressure rating 10 kgf/ sqcm all as specified. | 4318 | RUNNING METER | |
| 55 | 54 | Cutting into existing RCC drain for connecting new perforated PVC pipe, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required (internal dia of pipe 150mm) complete all as specified. | 100 | EACH JOB |
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