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Provision Of Extension Of Runway With Turning Pad At 36 End And Hard Standing With Links And Related Infrastructure At Nas Shibpur, SHIBPUR-Andaman And Nicobar Islands

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 At Nas Shibpur. Submission Date for this Tender is 19-08-2020. Runway Tenders in SHIBPUR Andaman And Nicobar Islands. Bidders can get complete Tender details and download the document.




Tender Notice

24707417
Corrigendum : Provision Of Extension Of Runway With Turning Pad At 36 End And Hard Standing With Links And Related Infrastructure At Nas Shibpur
Open Tender
Indian
Andaman And Nicobar Islands
SHIBPUR
19-08-2020

Tender Details

Provision Of Extension Of Runway With Turning Pad At 36 End And Hard Standing With Links And Related Infrastructure At Nas Shibpur

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 06-Jul-2020 Corrigendum 01 Date 20-07-2020
2 13-Jul-2020 Corrigendum 02 Date 27-07-2020
3 20-Jul-2020 Corrigendum 03 Date 01-08-2020
4 25-Jul-2020 Corrigendum 04 Date 05-08-2020
5 26-Jul-2020 Corrigendum 05 BOQ 05-08-2020
6 27-Jul-2020 Corrigendum 06 BOQ 05-08-2020
7 05-Aug-2020 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 12-08-2020
8 12-Aug-2020 Corrigendum 08 Date 19-08-2020
9 17-Aug-2020 Corrigendum 09 Other 19-08-2020

Key Value

Document Fees
INR 3000 /-
EMD
INR 1500000.0 /-
Tender Value
INR 19.44 Crore /-

BOQ Items

Name of Work: PROVISION OF EXTENSION OF RUNWAY WITH TURNING PAD AT 36 END AND HARD STANDING WITH LINKS AND RELATED INFRASTRUCTURE AT NAS SHIBPUR (Tender id: 2020_MES_355584_1)
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 and as directed. 12300 SQUARE METRE
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 METRE
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 METRE
4 4 Excavation over areas n. exc.1.5m deep & getting out in soft/loose soil complete all as specified and as directed. 7557 CUBIC METRE
5 5 Excavation over areas n. exc.1.5m deep & getting out in any type of soil complete all as specified and as directed. 2550 CUBIC METRE
6 6 Excavation over areas n. exc.1.5m deep & getting out in mud (Slush) complete all as specified and as directed. 2040 CUBIC METRE
7 7 Excavating over areas exc. 1.5m deep and n exceeding 3.0m deep and getting out in soft/loose soil complete all as specified and as directed. 690 CUBIC METRE
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 and as directed. 228 CUBIC METRE
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 and as directed. 2645 CUBIC METRE
10 10 Rolling and consolidating formation of surfaces in cutting including watering, necessary filling in the depressions with approved earth from inside MD land which occur during the process of rolling using 8 to 12 tonne power roller, consolidating to required gradient and camber complete all as specified and as directed.\nNote:- The excavation and lead for approved earth obtained from inside MD land shall be measured seperately under respective item of this schedule. 1230 TEN SQUARE METRE
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 complete all as specified and as directed. 2312 CUBIC METRE
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 complete all as specified and as directed. 14440 CUBIC METRE
13 13 Removing excavated soil to a distance exc.500m and not exceeding 1500m and depositing where directed at a level n.exc.1.5m above the starting point complete all as specified and as directed. 11860 CUBIC METRE
14 14 Removing excavated soil to a distance exceeding 1.5Km and not exceeding 5Km and depositing where directed at a level n.exc.1.5m above the starting point complete all as specified and as directed. 2645 CUBIC METRE
15 15 Material & Labour 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 at optimum moisture content to achieve min98% density of MDD determined using modified proctor density determination method as per IS code complete all as specified and as directed.\nNotes:-\n(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 METRE
16 16 Material & Labour 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 complete all as specified and as directed.\nNotes:- \n(a) Soaked CBR value for the top surface of the WMM should achieve minimum 15 to 20 in field. \n(b) Aggregate used in the work shall be obtained from approved source of main land (India). \n(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 METRE
17 17 Material & Labour 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 250kg/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 as specified in clause 7.1 of Sch 'A' Notes complete all as specified and as directed.\nNotes:- \n(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 METRE
18 18 Material & Labour for 10mm thick river sand (from main land) cushion layer below HDPE sheet spread uniformly complete all as specified and as directed. 107 CUBIC METRE
19 19 Material & Labour for sand filling under floors or in foundation incl watering and consolidation (sand bed of 100mm thick as capillary cut off layer) complete all as specified and as directed.\nNotes:-\n(a) Natural sand or crushed stone sand or combination of the two shall be used for filling purpose with required grading as per TI/MoRTH/IS Codes.\n(b) The percentage of clay,lumps,coal,lignite and finer material should not exceed the limit as specified in TI-10 (Specification for Concrete Airfield Pavement.) 1070 CUBIC METRE
20 20 Material & Labour 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 and as directed.\nNotes:- \n(a) Manufacturer's test certificates for every consignment should be provided. \n(b) Sand cushion layer is measured seperately under respective item.\n(c) Measurement shall be for net area. Contractor's quoted rate shall be deemed to include for overlapping of sheet. 10684 SQUARE METRE
21 21 Material & Labour 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 using less than 31.5mm size of graded stone aggregate and super plastisizer if required as per design mix (as per IRC 44 latest 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 and as directed.\nNotes:- \n(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. \n(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 METRE
22 21.01 (e) Textured finished surface of concrete pavement shall be made while concrete is green. \n(f) Initial curing compound of approved make shall be sprayed and cost of same is deemed to be included in the unit rate. \n(g) Aggregate used in the work shall be obtained from approved source of main land (India). \n(h) Slip form sensor paver shall be compatible with Leica Geosystem or equivalent for profile accuracy. \n(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 and as directed. (0.25% wt of cement). 2671 KILO GRAM
24 23 Material & Labour for forming 25mm wide expansion joint (using diamond cutter) for complete depth of slab, filled with synthetic filler board to a depth of 205mm, provision of closed backup 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 complete all as specified and as directed. 96 TEN RUNNING METRE
25 24 Material & Labour 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 complete all as specified and as directed. 234 TEN RUNNING METRE
26 25 Material & Labour 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 complete all as specified and as directed. 241 TEN RUNNING METRE
27 26 Material & Labour for two coats of ready mixed water based road marking paint on concrete pavement surfaces as in lines, dashes, arrows, letters, etc., complete all as specified and as directed. 1068 SQUARE METRE
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 for upto 500mm thickness , rolling and cosolidation of earth incl raising, watering and rolling etc., complete all as specified and as directed.\nNote:- Rough excavation in hard soil, Supply only cement and lead of excavated soil shall be measured separately under relavant items. 5300 CUBIC METRE
29 28 Spreading and levelling using approved earth in layers not 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 complete all as specified and as directed.\nNote:- Rough excavation in hard soil and lead of excavated soil shall be measured and paid separately under relevant items. 4300 CUBIC METRE
30 29 Supply only cement OPC 43 grade for soil stabilisation @ 2% of weight of cement mix complete all as specified and as directed. 159000 KILOGRAM
31 30 Forming embankment using approved earth obtained from excavation inside 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 and as directed.\nNote:- Rough excavation in hard soil and lead of excavated soil shall be measured and paid separately under relevant items. 17700 CUBIC METRE
32 31 Supply and laying Non woven impervious mechanically bonded Geogrid 80/80 Q1 GRK (Combigrid) complete all as specified and as directed. 10700 SQUARE METRE
33 32 Supply and laying non woven punched mechanically bonded poly-propylene geotextile in sub-surface drain as per manufacturer's instructions ccomplete all as specified and as directed. 14465 SQUARE METRE
34 33 Supply and laying 200-220GSM HDPE sheet over sand filling (Sand Bed of 100 mm thick) complete all as specified and as directed. 10700 SQUARE METRE
35 34 Material & Labour for plain cement concrete 1:4:8 mix, Type D2 (using 40mm graded stone aggregate ) in foundation, filling and mass concrete complete all as specified and as directed. 170 CUBIC METRE
36 35 Material & Labour for PCC 1:3:6 type C2 (using 40mm graded stone aggregate) as in foundation or mass concrete complete all as specified and as directed. 104 CUBIC METRE
37 36 Material & Labour 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 and as directed. 806 CUBIC METRE
38 37 Material & Labour 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 and as directed. 785 CUBIC METRE
39 38 Material & Labour 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 and as directed. 115 CUBIC METRE
40 39 Material & Labour for RCC M-30 design mix concrete using 20mm size aggregate as in parapets exc.60cm in height and the like, any thickness complete all as specified and as directed.\nNotes for item Nos.36 to 39:-\n(i) Reinforcement and formwork shall be measured and paid separately under relevant items.\nNotes for item Nos.34 to 39:-\n(i) Coarse aggregate used in these item shall be obtained from approved local quarries.\n(ii) Fine aggregate used in these items shall be river sand conforming to TI and as obtained from main land. 2 CUBIC METRE
41 40 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 complete all as specified and as directed. 570 SQUARE METRE
42 41 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 and as directed. 2461 SQUARE METRE
43 42 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 and as directed. 1926 SQUARE METRE
44 43 Use and waste of steel formwork to soffits and sides of deck slab exc. 200mm thick for fair finished flat surfaces of concrete complete all as specified and as directed. 135 SQUARE METRE
45 44 Material & Labour 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 complete all as specified and as directed. 164038 KILO GRAM
46 45 Material & Labour 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 complete all as specified and as directed. 11146 KILO GRAM
47 46 Material & Labour for Boulders filling dry and hand picking tightly as in weep holes of retaining wall complete all as specified and as directed. 23 CUBIC METRE
48 47 Supply & Fixing for PVC pipe 50mm dia as in weep holes of retaining walls complete all as specified and as directed. 174 RUNNING METRE
49 48 Returning filling in soil including spreading, leveling, watering and well ramming in layers n.exc.25cm thick each complete all as specified and as directed. 617 CUBIC METRE
50 49 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 and as directed. (Back filling required for Hill side only) 232 CUBIC METRE
51 50 Back filling (Filter media) consists of crushed stone satisfying the grade as per IRC specification for sub surface drainage complete all as specified and as directed. 2213 CUBIC METRE
52 51 Material & Labour 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 complete all as specified and as directed. 407 CUBIC METRE
53 52 Material & Labour 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 complete all as specified and as directed. 4318 RUNNING METRE
54 53 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 and as directed. 100 EACH JOB
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