Resurfacing Of Runway And Allied Works Under Ge ( Af ) Chabua

Tender Notice

22549426
Resurfacing Of Runway And Allied Works Under Ge ( Af ) Chabua
Indian
Assam
16-02-2020
07-03-2020
12-03-2020

Tender Details

Resurfacing Of Runway And Allied Works Under Ge ( Af ) Chabua

Corrigendum Details

Sr No CorrigendumDate Description Submission Date
1 16-02-2020 CORRIGENDUM3 07-03-2020

Key Value

Document Fees
INR 3000 /-
EMD
INR 1500000.00 /-
Tender Value
INR 425 Crore /-

BOQ Items

Name of Work: RESURFACING OF RUNWAY AND ALLIED WORKS UNDER GE(AF) CHABUA
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Demolition of BRICK WORK built in cement mortar of any description, complete, all as specified and directed. 1999.47 Cum
2 2 Dismantling of plain or corrugated steel sheeting, any gauge, thickness including Nainital or similar pattern roof coverings, complete, all as specified and directed. 1103 Sqm
3 3 Dismantling of timber scantling 40 Sqcm and over in any position, complete, all as specified and directed. 15.58 Cum
4 4 Dismantling of fillets, rails, posts, rafters, purlins under 40 Sqcm in framed work, complete, all as specified and directed. 353 RM
5 5 Dismantling of wall and ceiling boards (fibre, pulp, insulation etc.) or insulation boards/slabs/blankets, any thickness, including cover fillets, complete, all as specified and directed. 456 Sqm
6 6 Dismantling of structural steel work including steel door, gate etc. but excluding framed truss etc., complete, all as specified and directed. 8.81 Quintal
7 7 Dismantling of posts or struts (wood, steel or RCC), any section, including taking out embedded portion and making good disturbed ground, complete, all as specified and directed. 99 RM
8 8 Dismantling of fencing wire mesh, any type, complete, all as specified and directed. 237.5 Sqm
9 9 Taking down chowkats or frame with shutter exceeding 1.50Sqm and not exceeding 4.00Sqm each (without taking off shutters from the frame), complete, all as specified and directed. 13 Each
10 10 Taking down chowkats or frame with shutter not exceeding 1.50Sqm each (without taking off shutters from the frame), complete, all as specified and directed. 19 Each
11 11 Demolition of cement concrete (unreinforced) in ground floors and pavings not exceeding 15cm thickness(below or above ground level), complete, all as specified and directed. 421.98 Cum
12 12 Demolition cement concrete unreinforced including PQC of any description and in any other position not otherwise specifically provided for using pneumatic tools compete all as directed. 55840 Cum
13 13 Demolition of reinforced cement concrete of any description and in any position, complete, all as specified and directed. 159.56 Cum
14 14 Taking down copper / aluminium point wiring (light, fan, socket or power) complete, including fixture and fittings such as switches, ceiling roses, light fitting, regulators, sockets etc. and making good disturbed surfaces of walls / floors, etc., complete, all as specified and directed. 117 Point
15 15 Taking down old unserviceable DBs of any type and capacity, complete, all as specified and directed. 4 Each
16 16 Dismantling of steel pole / struts and size, complete, all as specified and directed. 6 Each
17 17 Dismantling / taking down serviceable lightening arrestor for reuse if any description, complete, all as specified and directed. 2 Each
18 18 Dismantling cross arms of M. S Channel or angle sections etc. complete and setting aside for reuse within 50 m, complete, all as specified and directed. 5 Quintal
19 19 Dismantling of ACSR or AAC conductor, complete, all as specified and directed. 0.5 Quintal
20 20 Dismantling insulators any type, any size, complete, all as specified and directed. 18 Each
21 21 Dismantling of GOD with drop out fuse assembly for reuse at new location, complete, all as specified and directed. 5 Each Job
22 22 Dismantling / taking down carefully of HT cable of 50/95 Sqmm alongwith cable joint (Approx 15 RM each), complete, all as specified and directed. \nNote (i) 95 Sqmm 3 Core cable to be reused in new location \n(ii) 50 Sqmm 3 Core cable . CCR Txr at CCR arrestor Sub Stn to be cut at the end joint for provisioning of new straight thorough joint due to shifting. 3 Each Job
23 23 Dismantling / disconnecting / taking down of old cutting / jointed UG cable of 120 Sqmm 3.5 Core, complete, all as specified and directed. 170 RM
24 24 Dismantling / disconnecting / taking down of old cutting / jointed UG cable of 95 Sqmm 3.5 Core complete, all as specified and directed. 140 RM
25 25 Dismantling / disconnecting / taking down of old cutting / jointed UG cable of 70 Sqmm 3.5 Core complete, all as specified and directed. 90 RM
26 26 Dismantling / disconnecting / taking down of old cutting / jointed UG cable of 50 Sqmm 3.5 Core complete, all as specified and directed. 50 RM
27 27 Dismantling / disconnectiong / taking down carefully LT cable of 300 Sqmm 3.5 Core running through duct from transformer to LT Panel board complete, all as specified and directed.\nNote : 300 Sqmm 3.5 Core cable to be reused in new location. 70 RM
28 28 Dismantling / disconnection / taking down carefully LT cable of 240 Sqmm 3.5 Core running through duct from transformer to LT Panel board complete, all as specified and directed.\nNote : 240 Sqmm 3.5 Core cable to be reused in new location. 60 RM
29 29 Disconnection of all HV /LV electrical including earthing connections from the existing 500 KVA each and 200 KVA, 11 / 0.433 KV step down transformer at new location approx 80 m away from existing location, complete, all as specified and directed. 2 Each Job
30 30 Disconnection of all electrical incomming and outgoing cable connections including earthing connections, shifting and re-installation of LT Panel boards at new Location (approx 80 m away from existing) with connection of new incomming and outgoing cable comnnections, complete, all as specified and directed. 2 Each Job
31 31 Disconnection of all electrical incomming and outgoing cable connections including earthing connections, shifting and re-installation of LT APFC Panel boards at new Location (approx 80 m away from existing) with connection of new incomming and outgoing cable comnnections, complete, all as specified and directed. 2 Each Job
32 32 Labour only for reconnection of HT cable 95 Sqmm, 3 Core alongwith cable end joint (Approx 15 meter length) obtained from dismantling, complete, all as specified and directed 2 Each Job
33 33 Labour only for fixing lightening arrester HT 11 KV 10 KA station class, obtained from dismantling, complete, all as specified and directed 2 Set of three
34 34 Labour only for fixing old serviceable GOD with drop out fuse, obtained from dismantling, complete, all as specified and directed 5 Each Job
35 35 Cutting out cracks to V section in existing flexible pavement and 40 mm to 50 mm wide , 30mm to 40mm deep , cleaning out , removing all loose dust , dirt etc with compressed air blower , applying evently prime coat 80/100 grade paving bitumen @ 1 Kg per RM and filling the groove with performed rubberised bituminous filler using stone grits mixed with rubberised bituen in following proportion .\n(a) Material for rubberised bitumen (by weight) \n(i)bitumen 80/100 grade = 95%\n(ii) rubber powder (passing 600 mic sieve) = 5%\n(b)Composition of Tiller\n(i) Stone grits passing through 4.75mm sieve and max 10% passing through 0.075 mm sieve 0.09 Cum\n(ii)rubberised bitumen 9.80 Kg.\n(iii) Cement @ 2% of weight of bitumen.\n 1620 10RM
36 36 M&L for making good cracks/repair in Concrete slabs (exposed rigid pavement) by cutting rectangular cross section of 10mm wide and 30mm deep and cutting spilled joint, sides perpendicullar and paralleled to edges by mechenical tools like dimond cutter,cleaning with compressor air under pressure and filling with Elastomeric concrete after application of specified primer and removal of rubbish to a distance exc 250m and nexc 500m and depositing complete all as specified and directed.\n 100 RM
37 37 M&L for making good cracks/repair in Concrete slabs (exposed rigid pavement) by cutting 40mm to 50mm deep and cutting spilled joint, sides perpendicullar and paralleled to edges by mechenical tools like dimond cutter,cleaning with compressor air under pressure and filling with Elastomeric concrete after application of specified primer and removal of rubbish to a distance exc 250m and nexc 500m and depositing complete all as specified and directed.\n 2 Sqm
38 38 Demolition of existing Bitumen surfaces of any description and in any other position not otherwise specifically provided for using Cold milling machine and removing of demolition material exceeding 250 M and not exc 500 M and depositing where directed by Engr -in-Charge complete all as specified and directed. (To be reused for site filling) 34138 Cum
39 39 Material & labour for cutting of cast iron pipes in position for insertion of new Tees, branches etc., complete, all as specified and directed. 1 Each
40 40 Grubbing up tree trunk of girth exc 30 cm and not exc 100 cm including cutting of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance n exc. 50 m and clearing site complete all as specified and as directed. 16 Each
41 41 Surface dressing in soft/loose soil n.exc.15 cm deep complete all as specified and as directed 754376 Sqm
42 42 Excavation over areas not exceeding 1.5 m deep and getting out in soft/loose soil, complete, all as specified and directed. 233992 Cum
43 43 Excavation over areas not exceeding 1.5 m deep and getting out in hard/dense soil, complete, all as specified and directed. 22339.5 Cum
44 44 Excavation over areas exceeding 1.5 m deep but not exceeding 3.0m deep and getting out in hard/dense soil, complete, all as specified and directed. 1767.15 Cum
45 45 Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth and getting out in soft/loose soil, complete, all as specified and directed. 5082.48 Cum
46 46 Excavation in trenches not exceeding 1.5 m wide and exceeding 1.5 m but not exceeding 3.00m in depth and getting out in soft/loose soil, complete, all as specified and directed. 1.5 Cum
47 47 Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth and getting out in hard/dense soil, complete, all as specified and directed. 702 Cum
48 48 Returning, filling in trenches including spreading leveling, watering and well ramming in layers not exceeding 25 cm thick, soft/loose soil, complete, all as specified and directed. 30.24 Cum
49 49 Returning, filling in trenches including spreading leveling, watering and well ramming in layers not exceeding 25 cm thick, HARD/DENSE soil, complete, all as specified and directed. 863.02 Cum
50 50 Removing excavated soil to a distance not exceeding 50 m and depositing where directed at a level, not exceeding 1.5 metre above the starting point, complete, all as specified and directed. 206541 Cum
51 51 Removing excavated soil to a distance exceeding 50 m but not exceeding 250m and depositing where directed, complete, all as specified and directed. 49499 Cum
52 52 Removing excavated soil to a distance exceeding 250 m but not exceeding 500m, complete, all as specified and directed. 235.28 Cum
53 53 Removing excavated soil to a distance exceeding 1.00 Km but not exceeding 1.50 Km and depositing, complete, all as specified and directed. 4600 Cum
54 54 Removing excavated soil to a distance exceeding 1.50 Km but not exceeding 5.00 Km and depositing, complete, all as specified and directed. 2475.98 Cum
55 55 Removing demolished building material to a distance exceeding 100m but not exceeding 1KM, complete, all as specified and as directed. 171 Per load
56 56 Removing demolished material (concrete) to a distance exceeding 1.5KM but not exceeding 3.5KM and depositing including loading/unloading, complete, all as specified and directed. 55740.3 Cum
57 57 Removing demolished material (Bituminous Macadam) to a distance exceeding 1.5KM but not exceeding 5.00KM and depositing including loading/unloading, complete, all as specified and directed. 1045 Cum
58 58 Removing scarified and picked up gravel to a distance exceeding 1.5KM but not exceeding 5.00KM and depositing including loading/unloading, complete, all as specified and directed.\nNOTE: This item will be considered as aggregate and 0.62 Cum will be considered as one load. 12253 Per load
59 59 Material & Labour for rolling and consolidatingon existing soling surfaces with power roller exc 8 tonne n exc. 12 tonne including watering as necessary and consolidating to required level gradient or camber, complete, all as specified and directed. 9802 10 Sqm
60 60 Material & Labour for rolling and consolidating formation surfaces in cutting with power roller exc 8 tonne n exc. 12 tonne including watering as necessary and consolidating to required level gradient or camber, complete, all as specified and directed. 62778.5 10 Sqm
61 61 M& L for bringing approved earth from outside MOD land and depositing as directed. 59713 Cum
62 62 Material and labour for crushing of demolished concrete obtained from demolition to required grading including stacking the crushed material, complete, all as specified and directed. 55840 Cum
63 63 M& L for forming embankement including raising earth, spreading in layers n exc 25 cm thick, watering ramming/ rolling with 8 to 10 tonne power roller under optimum moisture condition to 95% modified proctor density and finished to required gradient, size and camber as required, complete, all as specified and directed. 40.5 Cum
64 64 Material & Labour for Hard core of broken stone aggregate, gauge not exc 63mm, deposited, spread and levelled in layers not exc 15cm thick, watered and rammed to a true surface complete all as specified and directed. 16.88 Cum
65 65 Material and labour for Shingle filling in floors or paving, laid in layers n exc.15cm thick, spread, levelled, and binded with earth and rammeded including watrering, complete, all as specified and directed. 2300 Cum
66 66 Material and labour for sand cushioning, spread, levelled and binded with earth, rammed including watering, complete, all as specified and as directed.\n\n 4600 Cum
67 67 Material & Labour for PCC (1:2:4) type B1 (using 20mm graded stone aggregate) as in foundation filling, mass concrete and sub base etc, complete, all as specified and directed. 45 Cum
68 68 Material & Labour for PCC (1:2:4) type B1 (using 20mm graded stone aggregate) as in haunching in culverts, drains etc., complete, all as specified and directed. 193.8 Cum
69 69 Material & Labour for PCC (1:2:4) type B1 (using 20mm graded stone aggregate) as in coping of poles etc., complete, all as specified and directed. 2.05 Cum
70 70 Material & Labour for PCC (1:2:4) type B2 (using 40mm graded stone aggregate) as in foundation filling, mass concrete and sub base etc, complete, all as specified and directed. 1144 Cum
71 71 Material & Labour for PCC (1:3:6) type C2 (using 40mm graded stone aggregate) as in foundation filling, mass concrete and sub base etc, complete, all as specified and directed. 43.13 Cum
72 72 Material & Labour for PCC (1:3:6) type C2 (using 40mm graded stone aggregate) as in foundation of pole, stays etc., including necessary formwork, complete, all as specified and directed. 1.5 Cum
73 73 Material & Labour for PCC (1:4:8) type D2 (using 40mm graded stone aggregate) as in foundation filling, mass concrete and sub base etc, complete, all as specified and directed. 1228.51 Cum
74 74 Material & Labour for PCC (1:4:8) type D2 (using 40mm graded stone aggregate) as in surface channels and drains, complete, all as specified and directed. 5.18 Cum
75 75 Material & Labour for PCC (1:4:8) type D2 (using 40mm graded stone aggregate) as in lean concrete, bed concrete in foundation of pole etc., including necessary formwork, complete, all as specified and directed. 13.1 Cum
76 76 Material & Labour for RCC M-25 (Design mix) (using 20 mm graded stone aggregate) as in walls, retaining walls, ballast wall and the like, any thickness, above top on footings, including attached pillasters and butresses, complete, all as specified and directed. 717.73 Cum
77 77 Material & Labour for RCC M-25 (Design mix) (using 20 mm graded stone aggregate) as in foundations including rafts, footings, foundation beams, plinth beams, bases for columns etc, complete, all as specified and directed. 757.35 Cum
78 78 Material & Labour for RCC M-25 (Design mix) (using 20 mm graded stone aggregate) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like, complete, all as specified and directed. 665.55 Cum
79 79 Material & Labour for RCC M 30 (Design mix) (using 20 mm graded stone aggregate) as in foundations including rafts, footings, foundation beams, plinth beams, bases for columns etc, complete, all as specified and directed. 2418.29 Cum
80 80 Material & Labour for RCC M 30 (Design mix) (using 20 mm graded stone aggregate) as in walls, retaining walls, ballast wall and the like, any thickness, above top on footings, including attached pillasters and butresses, complete, all as specified and directed. 3087.93 Cum
81 81 Material & Labour for RCC M 30 (Design mix) (using 20 mm graded stone aggregate) as in Precast cover slab/ MH cover including necessary formwork and setting in position, complete, all as specified and directed. 1401.41 Cum
82 82 Material & Labour for Prescast RCC M-25 (Design mix) (using 20 mm graded stone aggregate), set in cement mortar 1:4, as in cover slabs (for manholes etc.) and similar articles, complete, all as specified and directed. 3.6 Cum
83 83 Material & Labour for 25 cm thick cement concrete work in pavement/hard standing of flexural strength 45 Kg/Sqcm in field using 400 Kg of cement per Cum, complete, all as specified and directed. 9403.21 Cum
84 84 Material & Labour for rendering 15mm thick on brick walls with CM 1:6, finished even & fair, complete, all as specified and directed. 2295 Sqm
85 85 Material & Labour for 600mm dia bore RCC pipe Class NP3 with collars, laid and jointed, complete, all as specified and directed. 1725 RM
86 86 M & L for form work to sides of concerte 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, curved, complete, all as specified and directed. 2509.22 Sqm
87 87 M & L for form work to faces of walls, retaining walls, abutments, parapetrs and staircase railings and similar work including attached pillasters, butresses etc, vertical or to batter for rough finished surface, curved, complete, all as specified and directed. 18737.3 Sqm
88 88 M & L for form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exceeding 200mm thick (horizontal or sloping) with fair finished flat surfaces, complete, all as specified and directed. 1523.37 Sqm
89 89 Material & Labour for finishing surface of concrete roads, pavements by belting including use and waste of sideform for laying pavement concrete/ hard standing in bays between joints & contraction, expansion joint/or between two contraction joints, complete, all as specified and directed. 3761.29 10 Sqm
90 90 S&F MS TMT 10mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips, complete, all as specified and directed. 1.25388e+06 Kg
91 91 S&F MS framed work such as grills, grating etc., with ends of bars shouldered and/or riveted or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walkways, railings, framework of water tanks and similar work confirming to FE-290, Grade E-165, complete, all as specified and directed. 9473.6 Kg
92 92 Supply and laying of 25 mm bore “medium grade”, mild steel galvanised iron (GI) pipe with all fittings fixed to wall, ceiling or floors, complete all as specified and as directed. 168 RM
93 93 Supply and laying of 50 mm bore “medium grade”, mild steel galvanised iron (GI) pipe with all fittings fixed to wall, ceiling or floors, complete all as specified and as directed. 30 RM
94 94 Supply and fixing of gun metal gate valve, with iron wheel head, screwed both ends for iron pipe and fixed suitable for 25 mm bore GI pipe, complete, all as specified and directed . 1 Each
95 95 M & L for construction of brick masonary valve pit of size 60 cm x 60 cm x 60 cm (internal dimensions) with one brick thick wall in cement mortar (1 : 4) on 100 mm thick PCC (1:4:8) D2 (using 40 mm graded broken stone aggregate) as in foundation lean concrete, including PCC (1:3:6) type C1 (using 20 mm graded crushed stone aggregate) as in beding and coping and 10 mm thick cement plaster in CM (1:4) internally and externally upto 15 cm below ground level, 40 mm X 40 mm X 6 mm angle iron frame all round the fixed by means of 04 Nos holdfast 150 mm long made out of flat iron 40 mm X 6 mm embedded in PCC block (1:2:4) type B1 (using 20 mm graded crushed stone aggregate) of size 250 mm X 200 mm X 150 mm including provision of hinges welded with Mild Steel cover 3 mm thick, MS handle of suitable and size welded with MS cover and suitable locking arrangement including 65 mm dia Godrej pad lock and 3 Nos. key and applying two coats synthetic enamel paint over a coat of red oxide primer on steel surface including necessary excavation and earth work in soft/loose soil complete all as specified and directed. 1 Each Job
96 96 Supply, installation, testing and commissioning of centrifugal type monoblock Pumping set, 7.5 HP with discharge of 2000LPM, pressure gauge on delivery line with gunmetal isolation cock suitable vibration elimination pads of approved design., S.S shaft fitted with mechanical seal directly coupled with totally enclosed fan cooled induction motor. Including suitable motor starter and PCC foundation. Each pump shall be suitable for 415+ 10% volts 3 Phase 50 HZ A.C. supply, head 15mtr, Suction x delivery shall be 100mm x 80mm, Class ‘B’ insulation IP-44, complete, all as specified and directed. 3 Each
97 97 Material & Labour for GEOFABRIC wrap for wrapping trench drain to hold aggregates, around perforated pipe etc., including overlaps, complete, all as specified and directed. 7972.38 Sqm
98 98 Materail and labour for loose filling with stone aggregate of gauge 50mm in Geodrain, complete, all specified and directed. 1686.47 Cum
99 99 Supply and spreading of sand in Geodrain including watering and consolidating, complete, all as specified and directed.\nNote: Punned thickness shall be measured and paid. 613.26 Cum
100 100 Supply and spreading of sand cushioning, 10mm thick, spread and levelled, complete, all as specified and directed.\nNote: Punned thickness shall be measured and paid. 37612.8 Sqm
101 101 Supply and spreading of sand cushioning, spread and levelled, for covering the under ground cables, complete, all as specified and directed.\nNote: Punned thickness shall be measured and paid. 180.56 Sqm
102 102 Material & Labour for semi perforated PVC pressure pipe of 6 Kgf/Sqcm, 150mm dia., top 2/3 portion perforated and bottom 1/3 non-perforated including fittings like sockets, couplings, tees etc.,laid in trenches, complete, all as specified and directed. 6814 RM
103 103 Material & Labour for Non-perforated PVC pressure pipe of 6 Kgf/Sqcm, 150mm dia., including fittings like sockets, couplings, tees etc., laid in trenches, complete, all as specified and directed. 2880 RM
104 104 Material & Labour for Non-perforated PVC pressure pipe of 6 Kgf/Sqcm, 150mm dia., including fittings like sockets, couplings, tees etc., laid under runway using non-trenching technology, complete, all as specified and directed. 500 RM
105 105 Material & Labour for preparation of new steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide, complete, all as specified and directed. 96.33 Sqm
106 106 Scarifying or picking graveled, macadam or bituminous macadam of not exceeding 50 mm deep and surface in area not exc 400 Sqm complete all as specified and as directed. 2090 10 Sqm
107 107 Scarifying or picking graveled, macadam or bituminous macadam of exceeding 50 mm and not exceeding 100mm deep and surface area exc 400 Sqm, complete, all as specified and directed. 9802 10 Sqm
108 108 Material & Labour for bringing approved earth from outside MOD land and forming embankement including raising earth, spreading in layers n exc 30 cm thick, watering ramming/ rolling with tondome roller ( Static and vibratory) under optimum moisture condition to 98% modified proctor density and finished to required gradient, size and camber as required to 'K' value in field at top of embankment ( subgrade of pavement) shall not be less than 5kg/Cm²/cum. 35099 Cum
109 109 Material & Labour for Preparing and Laying for 150 mm thick cement treated sub base using crushed cement concrete with upto 3% cement/lime/any relevant additive as per the design mix for use in subgrade to be laid in two layers of 75 mm each ( as per clause 405 and table 400-9 and 400-11of MORTH & H specifications) including rolling and compacting upto required gradient to achive a min "k" value of 5kg/cm2/cm all as specified and directed. ( Recycled aggretate must be obtained from site). The mix design CTSB must be obtained from NIT/IIT to acieve the desired 'K' value. 41259.4 Cum
110 110 Material & Labour for 150mm thick GSB (Granular sub-base) grade V as per Morth table 400-I of MORTH, IRC specification spreading in two layers not exceeding 75mm thick each, watering, ramming / rolling by tandem vibrator roller & transverse gradient and required camber for achive field compaction at least 98% of MDD (maximum dry density) determined using modified procter density determination method as per IS code and CBR (Min 20) as per Morth complete all as specified and as directed. 5641.93 Cum
111 111 Material & Labour for 200mm thick GSB (Granular sub-base) grade V as per Morth table 400-I of MORTH, IRC specification spreading in two layers not exceeding 100 mm thick each, watering, ramming / rolling by tandem vibrator roller & transverse gradient and required camber for achive field compaction at least 98% of MDD (maximum dry density) determined using modified procter density determination method as per IS code and CBR (Min 20) as per Morth complete all as specified and as directed. 12300 Cum
112 112 Material & Labour for 300mm thick GSB (Granular sub-base) grade V as per Morth table 400-I of MORTH, IRC specification spreading in two layers not exceeding 150 mm thick each, watering, ramming / rolling by tandem vibrator roller & transverse gradient and required camber for achive field compaction at least 98% of MDD (maximum dry density) determined using modified procter density determination method as per IS code and CBR (Min 20) as per Morth complete all as specified and as directed. 102786 Cum
113 113 Material & Labour for providing 200mm thick (compacted thickness) wet mix macadam (WMM) in two layers (each layer 100 mm thick, compacted separately) with crushed stone aggregate of specified grading, spread using mechanical sensor paver / grader as specified rolled and consolidated using 8 to 10 tonne capacity tandom vibratory power roller to required gradient and camber to achieve minimum 98% density of MDD determined using modified procter density determination method as per IS code and as per MORTH clause 406 complete all as specified and as directed. 22121.9 Cum
114 114 Material & Labour for providing 225mm thick (compacted thickness) wet mix macadam (WMM) in three layers (each layer 75mm thick, compacted separately) with crushed stone aggregate of specified grading, spread using mechanical sensor paver / grader as specified rolled and consolidated using 8 to 10 tonne capacity tandom vibratory power roller to required gradient and camber to achieve minimum 98% density of MDD determined using modified procter density determination method as per IS code and as per MORTH clause 406 complete all as specified and as directed. 73561 Cum
115 115 Material & Labour for 150 mm thick construction of rolled cement concrete base course (referred as Dry Lean Concrete) of compressive strength not less than 10 MPa at 7 days for each consecutive group of 5 cube of individual strength of cube shall not less than 7.5 MPa at 7 days using Table 600-1 for grading of aggregate, minimum cement content shall not be less than 180 kg/cum including spreading and compacted by using mechanical paver and vibratory roller to thickness of 150 mm including necessary form work finshing etc complete all as specified and as per MORTH specification 601 complete all as specified and as directed.\nNote:- \n(a) DLC under this item is to be provided to a width of 600 mm extra on both sides of proposed PQC layer by the conctractor for easy movement of slip form paver. This extra width however shall not be measured and paid for. However, the rate quoted shall be deemed to include for this aspect.\n(b) No price adjustment shall be applicable if excess quantity of Cement content used in the work as approved in the Design Mix exceed 200 Kg.\n(c) The rate quoted shall be inclusive of use and waste of form work for total thickness. 57035.9 Cum
116 116 Material & Labour for 200 Micron thick transparent HDPE Polythene film of GRADE-I conforming to IS-10889 as anti-friction layer on the base course as per specification with specified overlap between adjacent strip and transverse joint etc complete all as specified and directed.\nNote: Side lap shall be 150 mm and end lap shall be 300 mm. The rate quoted shall be deemed included for the laps. 37612.8 Sqm
117 117 Material & Labour for 400 Micron thick transparent HDPE Polythene film of GRADE-I conforming to IS-10889 as anti-friction layer on the base course as per specification with specified overlap between adjacent strip and transverse joint etc complete all as specified and directed.\nNote: Side lap shall be 150 mm and end lap shall be 300 mm. The rate quoted shall be deemed included for the laps. 392401 Sqm
118 118 Material & Labour for 380/400mm thick Pavement Quality Cement Concrete (PQC) work in pavement / Dispersal / taxi link of minimum field flexural strength 45 Kg/Sqcm (lower control limit) LCL after 28 days of pavement slab using minimum 400 Kg Ordinary Portland Cement Grade 43 per cum with not exc 31.5mm graded crushed stone aggregate conforming to IS: 383 (grading and other parameters as per table 600-1 of Morth, IRC SP 49 specification) and mixed with non circular synthetic fibre reinforcement @ 0.25% of weight of ordinary portland cement grade 43 of PQC or as per manufacturers instuction, mixed in batching plant transported to site, laid in panels, spread and compacted using slip form sensor paver , mechanically vibrated and bull nosing / rounding off the edges, curing compund, finishing the surface by belting and brooming without using extra cement etc including necessary form work etc complete all as specified and directed. \nNotes : \n(a) Flexural strength shall be established by beam test and design mix formula should be compactible to as per IRC-44-2008, IS-456. \n(b) The non circular fibre synthetic reinforcement mixed with concrete shall be measured and paid separately as ‘Supply only’ under respective item of BOQ.\n(c) All types of joints shall be measured and paid separately under respective items of BOQ. Curing compound shall be applied at the paving stage after broom finish and surface is dry and rate for use of curing compound shall be included in the unit rate quoted.\n(d) No deduction shall be made from concrete for space occupied by construction and dummy joint. However, deduction shall be made for the space occupied by expansion joints.\n(e) Cost of any admixtures required to achieve the desired properties of concrete shall be deemed to be included in the unit rate quoted for PQC nothing extra shall be paid on this account.\n(f) No price adjustment shall be applicable if excess quantity of Ordinary Portland Cement grade 43 content used in the work as approved in the Design Mix exceed 400 Kg.\n(g) The rate quoted shall be inclusive of use and waste of form work for total thickness.\n(h) The trial bay will be executed as per above specification and shall be approved by GE. The quoted rate shall be deemed inclusive for this provision and nothing extra shall be paid on this account.\n(j) Surface shall be finished by traverse brooming of maximum 1.5 mm deep as per ICAO or as per requirement of Air Force Authority. Brooming shall be done through attachment in mechanical paver and rate is included in quoted rate.\n(k) Ordinary Portland Cement grade 43 shall only be used.\n 154522 Cum
119 119 Material & Labour for applying evenly a priming / tack coat with Bitumen VG-10 @ 5.00 Kg per 10 Sqm, complete, all as specified and directed.\n 6150 10 Sqm
120 120 Material & Labour for applying evenly a priming / tack coat with Bitumen VG-10 @ 2.50 Kg per 10 Sqm over DLC, complete, all as specified and directed.\n 44846 10 Sqm
121 121 Material & Labour for Spraying of prime coat over WMM using Catonic Bitumen Emulsion SS1 grade conforming to IS 8887 at the rate of 1Kg per Sqm, complete, all as specified and directed.\n 294456 Sqm
122 122 Material & Labour for preparing Black Top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc, complete, all as specified and directed. 5470 10 Sqm
123 123 Material & Labour for Preparing unsurfaced Wet Mix Macadam surface by brushing with wire brushes for removing caked mud etc. Sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc then evenly applying a priming / tack coat @ 10 kg per 10 sq metre (using bitumen VG-10) over WMM surface complete all as specified and as directed. 8240 10 Sqm
124 124 Material & Labour for premixed Dense Bituminous Macadam (DBM), 50mm thick (consolidated thickness) in single layer using minimum 4.50% binder content by weight of total mix (minimum marshal stability 900 Kg) with paving bitumen of grade VG-30 penetration using hot mix plant and laid by using sensor paver, spread, rolled and compacted to required camber and gradient with 8-12 tonne vibratory roller etc as specified in IRC-111 and MORTH complete all as specified and directed.\nNote:- \n(a) No price adjustment shall be applicable if excess quantity of binder content (paving bitumen VG-30 is used/approved in the execution of work under this item.\n (b) Thickness of DBM shall be provided as required for grade correction as directed by GE.\n(c) Thickness of each layer to be laid shall be got approved by before execution.\n(d) 50% extra over minimum thickness of DBM has been considered for changes in Grade Correction layer in grade mapping survey.\n(e) Thickness for execution of DBM shall be considered after grade mapping survey. 9754 Cum
125 125 M&L for providing stress absorbing membrane interlayer (SAMI) along with 1.5 mtr wide self adhesive reinforcement glass grid of approved make 100KN/mx100KN/m confirming to ASTM-6637, ASTM D 276 and ASTM D 5261-92 specifications and rolled by pnemutatic tired roller to form a good self adhesive wrinklefree surface, over glass grid with tack coat of polymer modified bitumen(PMB-40) @ 1.4 Kg/Sqm and dry stone chipping of size 8-10mm sprayed @ 7.5 Kg/Sqm, complete, all as specified and directed. 54705 Sqm
126 126 Material & Labour for providing Bituminous premix asphaltic semi-dense concrete 40mm consolidated thickness with 5.5% binder content (using paving bitumen of grade VG-30) by weight of total mix, rolled and compacted to required camber and gradient, complete, all as specified and directed. 8240 10 Sqm
127 127 Material & Labour for forming Construction joint, 10 mm wide and 30 mm deep, filled with sealing compound GRADE B,complete, all as specified and directed. 54.1 10 RM
128 128 Material & Labour for forming Construction joint of 10 mm wide and 25 mm deep using diamond cutter with closed cell, medium density, cross linked polythelene foam back up rod of 10 mm dia, for complete width of the joint, and priming to 13 mm with apporved primer and filling with polyeurethene based sealant (leaving 2-3 mm recess from top), applying masking tape on edge of joint to avoid accidental spillage of sealant and removing the masking tape after filling of sealant all as per direction of the manufacturer, complete all as specified and directed. 64822 RM
129 129 Material & Labour for Expansion joint, 25mm thick (using high RPM diamond bit cutter) for full depth of PQC, filled with closed cell, medium density, cross linked polythene foam back up rod of 30 mm dia, 25 mm pre-moulded compressible filler board priming to 15 mm deep with apporved primer and filling with polyeurethene based sealant, applying masking tape on edge of joint to avoid accidental spillage of sealant and removing the masking tape after filling of sealant all as per direction of the manufacturer complete as specified and directed. 43224 RM
130 130 Material & Labour for Expansion joint, 12mm thick (using high RPM diamond bit cutter) for full depth of PQC, filled with preformed bituminous filler and top 30mm primed and selaed with sealing compound GRADE B, complete, all as specified and directed. 122.85 10 RM
131 131 Material & labour for forming dummy/contraction joint using diamond cutter with intial saw cut with 3mm blade soon after concrete sets for the depth of 125 mm, sidening the first saw cut to 6mm wide and 24 mm deep from top, priming top 15 mm with approved primer, applying masking tape on edges of joint to prevent accidental spillage of sealant and filling with polyurethane /ploysulphide based sealant complying with BS-5212, BS-4254, and EN 141875-2003 with min MAF +- 30% having 10 years performance guarantee to closed cell, medium density, cross linked polyethylene foam back up rod of 8mm dia, for complete Width of joint, and removing the masking tape after filling of sealant and as specified and as per the direction of the manufacturer, complete, all as specfified and as directed. 141492 RM
132 132 Material & Labour for forming 10 mm wide and 65 mm deep dummy / contraction joint, filled with sealing compound GRADE B, complete, all as specified and directed. 1209.7 10 RM
133 133 Material & Labour for painting lines, dashes, arrows, letters etc on roads, pavements and the like not exceeding 10 cm wide with two coats of water based road marking paint over a coat of primer, white or golden yellow as per manufacturer instruction, complete, all as specified and directed. 3029.5 10 RM
134 134 Material & Labour for painting lines, dashes, arrows, letters etc on roads, pavements and the like exceeding 10 cm wide with two coats of water based road marking paint over a coat of primer, white or golden yellow as per manufacturer instruction, complete, all as specified and directed. 14479 Sqm
135 135 Material & Labour for preparation of new surfaces and applying three coats of white wash on walls, complete, all as specified and directed. 16551 Sqm
136 136 Supply, laying, testing and commissioning HT XLPE cable insulated screened, PVC bedded, galvanized steel strip/wire armoured, electric power cables (Heavy duty) with aluminium conductor 11000 volts, Earthed, of size 95 sqmm, 3 core including suitable lugs, nut and bolts etc in pipes / ducts/poles / trenches / under floor / under road etc complete all as specified and as directed.\nNote :- (i) Earth work, brick protection, sand cushioning shall be measured and paid seperately under respective items. 310 RM
137 137 Supply, laying or fixing or passing through pipe and testing XLPE insulated, screened, PVC bedded, 1100 Volts grade cable, heavy duty with aluminium conductor, armoured with steel strip or wire, cross sectional area 120 Sqmm, 3.5 core, complete all as specified and directed.\nNote :- (i) Earth work, brick protection, sand cushioning shall be measured and paid seperately under respective items. 170 RM
138 138 Supply, laying or fixing or passing through pipe and testing XLPE insulated, screened, PVC bedded, 1100 Volts grade cable, heavy duty with aluminium conductor, armoured with steel strip or wire, cross sectional area 95 Sqmm, 3.5 core, complete all as specified and directed.\nNote :- (i) Earth work, brick protection, sand cushioning shall be measured and paid seperately under respective items. 140 RM
139 139 Supply, laying or fixing or passing through pipe and testing XLPE insulated, screened, PVC bedded, 1100 Volts grade cable, heavy duty with aluminium conductor, armoured with steel strip or wire, cross sectional area 70 Sqmm, 3.5 core, complete all as specified and directed.\nNote :- (i) Earth work, brick protection, sand cushioning shall be measured and paid seperately under respective items. 90 RM
140 140 Supply, laying or fixing or passing through pipe and testing XLPE insulated, screened, PVC bedded, 1100 Volts grade cable, heavy duty with aluminium conductor, armoured with steel strip or wire, cross sectional area 50 Sqmm, 3.5 core, complete all as specified and directed.\nNote :- (i) Earth work, brick protection, sand cushioning shall be measured and paid seperately under respective items. 220 RM
141 141 Supply, laying or fixing or passing through pipe and testing XLPE insulated, screened, PVC bedded, 1100 Volts grade cable, heavy duty with aluminium conductor, armoured with steel strip or wire, cross sectional area 16 Sqmm, 4 core, complete all as specified and directed.\nNote :- (i) Earth work, brick protection, sand cushioning shall be measured and paid seperately under respective items. 1040 RM
142 142 Supply, laying or fixing or passing through pipe and testing XLPE insulated, screened, PVC bedded, 1100 Volts grade cable, heavy duty with aluminium conductor, armoured with steel strip or wire, cross sectional area 10 Sqmm, 4 core, complete all as specified and directed.\nNote :- (i) Earth work, brick protection, sand cushioning shall be measured and paid seperately under respective items. 200 RM
143 143 Supply & fixing of Cable end jointing kit for 11KV (earthed) grade cable for outdoor termination, cold shrinkable, straight through type end joint complete with jointing material and accessories suitable for 95 sqmm 3 core XLPE HT / UG armoured aluminium conductor cable, complete, all as specified and directed. 1 Each
144 144 M&L for renewal of earthing of poles / system with galvanised earth plate 60 x 60 cm x 6.30 mm thick electrode of size and 32 x 6 mm GI strip buried vertically in ground not less than 2.25 mtr below ground level with top edge of the plate not less than 1.5 mtr below ground level and connected to copper strip dia by means of nuts, bolts and washers and encased and including 15 dia GI medium grade pipe upto 2.4 mtr height from ground level fixed by MS flat iron clamp 40 mm x 5mm with nut, bolt and washers. GI strip fixed to bae along pole and connected to overhead line for providing earthing to HT pole / feeder AB switch LA complete with charcoal dust, salt packed around plate 150 mm thick including watering GI pipe, medium grade 40 mm dia with blanking cap 1.5 mtr long fixed to funnl with wiremessing complete with PCC chamber and RCC chamber overall as per Electrical Plate No 5 SSR Part I-2009 incl excavation and earth work in any type of strata and testing on completion, complete, all as specified and directed. 20 Each Job
145 145 M&L Pin type, porcelain, vitreous, white, brown or green insulator including one galvanised mild steel spindle, two galvanised iron washers and one galvanised iron nut, 150mm height, 150 mm dia for 11000 Volts grade, complete, all as specified and directed. 6 Each
146 146 M&L for disc type insulator porcelain vitreous 145mm height and 255 mm dia ball and socket type white brown or green single disc assembly for tension with tension clamps for conductors working pressure 11000 Volts, complete, all as specified and directed. 18 Each
147 147 Material & Labour for continuous brick edging using old size Class B brick with width equal to width of brick, laid dry on end vertically, complete, all as specified and directed. 18804 RM
148 148 M&L Cross arms, bracings, supports, clamps and back plates fabricated from structural steel sections including nuts, bolts, washers, welding, bending cold or hot, drilling holes for bolts, in any shape or size as indicated or directed and inclusive of one primer coat, one under coat and one finishing coat of paint all specified and directed for mounting of flood light on pole and fixing of GOD 9 Quintal
149 149 Supply & fixing LED flood light 120 W IP 65 energy saving, environment friendly, long life, exclusive innovative die-cast aluminium IP 65 flood light with high power LED, complete, all as specified and directed. 15 Each
150 150 Supply, erecting and fixing in true vertical position of steel tubular swaged pole, 11 mtr long complete with MS base plate of size 600 x 600 x 6mm, finial tape plug, bolt, nuts and screws as specified and of type 410 SP-55, conforming to relevant IS, including primer coat of red oxide and two coats of aluminium paint and two coats of bituminous paint outside of bottom position upto 1.8 mtr length all as specified and circular bend 1 No of width 2 cm, complete, all as specified and directed.\nNote : Excavation & PCC will be measured & paid seperately. 21 Each
151 151 S& F cable junction box 167 x 125 x 82 mm in size made out of thermoplastic sheet having IP 65 protection for outdoor installation fixed with 4 way bakelite cable terminals including 03 Nos polyamide g and with check nut (M-32-3 Nos) fixed on pole with flat aluminium clamps of size 30 x 3 mm, nuts, bolts, washers etc. all as specified and as directed. \nMake :Cat No. K-9105 of HENSEL or equivalent of approved makes. 26 Each
152 153 M&L for tubes 80 mm bore light grade galvanised, cut to length of 1 mtr with length of 0.5 mtr above GL, complete, all as specified and directed.\nNote: Necessary PCC foundation to be measured and paid separately. 11 Each Job
153 154 Supply and fixing (as in replacement) visibilities DTGM (two aspect display / sign board. Each comprising and inclusive of the following work :-\n(a) DTGM board made out of 4 mm thick black engineering plastics, having monolithic structure to withstand temperature variation from extreme cold environment to sweltering hot condition each side having of size 1.20 m x 1.50 m \n(b) main frame shall be made of angle iron 50 x 50 x 6 mm duly painted with anti-corrosive paint of superior quality.\n(c) Frame (iron) shall be pitched into metal conduct of appropriate size / dia (as per manufacturer's instruction), 600 mm long, embedded in PCC block (type B-1) of size 150 x 150 x 750 mm including necessary excavation and earth in any tupe of soil. \n(d) The board sheets should be designed with eight equal spaces holes of 100 mm dia to reduce resistance to wind, ensuring that the board with stands fate force winds.\n(e) Wooden bracing of size 50 mm x 15 mm thick shall be of 1st class HW duly painted with 2 coat of enamel paint.\nNOTES:\n(i) Structure specially reinforced with antimony Trioxide and Methlamine acxrylat to withstand high velocity wind.\n(ii) Sketches showing front and rear view of DTGM board & letter. 20 Each
154 155 Supply and fixing illuminated sign board / display of size 1 m height and 02 m wide including necessary fixing frame (Iron) shall be pitched into metal conduct of appropriate size / dia (as per manufacturer's instruction), 600 mm long, embedded in PCC block (type B-1) of size 150 x 150 x 750 mm including necessary excavation & earth work in any type of soil. 32 Each
155 156 Supply and fixing illuminated sign board / display of size 1 m height and 3.2 m wide including necessary fixing frame (Iron) shall be pitched into metal conduct of appropriate size / dia (as per manufacturer's instruction), 600 mm long, embedded in PCC block (type B-1) of size 150 x 150 x 750 mm including necessary excavation & earth work in any type of soil. 2 Each
156 157 Supply and fixing illuminated sign board / display of size 1 m height and 4.4 m wide including necessary fixing frame (Iron) shall be pitched into metal conduct of appropriate size / dia (as per manufacturer's instruction), 600 mm long, embedded in PCC block (type B-1) of size 150 x 150 x 750 mm including necessary excavation & earth work in any type of soil. 2 Each
157 158 Fabrication and installation of mild steel sliding gate with motorized system of size 63.00 m x 2.7 m (clear opening), with motorized system (bi-parted) made from rectangular tube column of 100 x 50 mm including bottom rail with roller and bearing, automation system alongwith all optinal accessories one set (Yellow flashing light, safety photocell, magnetic loop detector, extra push button, extra cable 50 RM, remote control with receiver, extra remote and key switch with all necessary fittings, fork work and all related concrete work, complete, all as directed.\n 2 Each
158 159 Material and labour for removal & refixing of RUNWAY LIGHTING including provision of items as detailed in SCHEDULE 'A' PART-I, complete, all as specified and directed.\nNOTE: \n(i) The complete scope of the work under this item/schedule shall be got executed through SPECIALIST AGENCY i.e TATA POWER SED/OEM to be approved by the Accepting Officer inder guidance/supervision of USERS.\n(ii) The contractor shall ensure that the operational requirement of USERS are not affected during execution and the hardware and software is integrated with the existing system.\n 1 Each Job
159 160 M&L for reinforced precast cable cover, Clas LV, Type I, flat, size 250 mm x 150 mm x 40 mm, ISI marked, complete, all as specified and directed. 15522 Each
160 161 Supply and laying and replacement of PCC covers, class HV type-1 flat size 300 x 180 x 40 mm, ISI marked, complete, all as specified and directed. 1631 Each
161 162 Supply and laying and replacement of PCC covers, class HV type-1 flat size 300 x 180 x 40 mm, ISI marked, complete, all as specified and directed. 1631 Each
162 163 Note: SCHEDULE OF CREDIT (SCHEDULE 'A' PART- II) amount of Rs. 16,10,059.88 shall be deducted from the total quoted amount of BOQ.
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