Military Engineer Services Tender
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Costs
EMD
₹ 15,00,000Document Cost
₹ 3,000Tender Fee
Refer Documents
Summary
Work Services For Resurfacing Of Rigid Portion Of Runway
Description
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Contact
Tender Id
2024_MES_690299_1Tender No
86282Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Removing building materials etc. (other than spoil) to a distance upto 5.0 km including loading, unloading and stacking at the destination etc. complete all as specified and directed. Note: One metric tonne shall be considered as 'one load'
46728
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Material and labour for crushing of demolished concrete obtained from item No. 2 above by using stone crusher to required grading (grading V of Table 400-1 of MoRTH specifications for Road and Bridge works, 2013) including stacking the crushed material for reuse complete all as specified and directed.
19470
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Scarifying or picking gravelled macadam, WBM, soling, GSB etc. in any layers and surfaces in area exceeding 400 sqm and depth upto 150 mm complete complete all as specified and directed.
6490
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Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan and not exceeding 1.5m in depth) including getting out in all kind of soil including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m complete all as specified and directed.
72820
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Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan and not exceeding 1.5m in depth) including getting out ordinary rock including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m complete all as specified and directed.
3574
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Removing excavated soil/ material to a distance exceeding 250 metre but not exceeding 500 metre and depositing where directed complete all as specified and as directed.
15000
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Removing excavated soil/ material to a distance exceeding 500 metre but not exceeding 1.5 km and depositing where directed complete all as specified and as directed.
6000
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Removing excavated soil/ material to a distance exceeding 1.5 km but not exceeding 5 km and depositing where directed complete all as specified and as directed.
20196
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Rolling and consolidating formation surfaces in cutting including watering with 8 to 12 tonne power road roller including filling in depressions which occur during the process of rolling, and rolling to required gradient complete all as specified and directed.
7428
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Soil stabilization for preparation of 500 mm thick subgrade soil in layers not exceeding 150 mm thick each, by uniform mixing of cement OPC 43 grade at minimum of 5% cement by weight of soil including pulverization of soil, spreading of additive, blending mix by tractor towed rotovator, addition of water/ drying of mix for required moisture content and compaction using suitable vibratory roller (80-100 KN vibratory roller) to required 98% maximum dry density complete all as specified and as directed.
Notes: (i) Type of additive and percentage required for blending to be given in mix design approved by NIT/ IIT. The minimum cement content is given as @ 5% weight of soil for soil stabilization, however the actual cement content shall be worked out as per design mix approved by NIT/ IIT and nothing extra shall be paid on this account . Minus price adjustment shall be made @ Rs. 6.91 per kg in case quantity of cement used is less than @ 5% by weight of soil for soil stabilization.
(ii) The minimum design K value of 5kg/cm2/cm shall be achieved after soil stabilization.
(iii) Provisions of IRC SP 89:2010 to be referred for this item.
(iv) Soil from excavations shall be used for stabilization.
48278
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Supply only approved moorum/ red bajri complete from outside MD land for forming embankments complete all as specified and as directed.
Notes: (i) Moorum/ red bajri soil shall have minimum dry density of 1.80 g/cc and achieve minimum saturated K value of 5kg/cm2/cm shall be achieved
(ii) Payment shall be made on basis of measurement of regular stacks with a reduction of 10% on measured volume towards bulkage before incorporation in the work.
(iii) Contractor shall obtain moorum/ red bajri from outside MD land (from any distance) and no payment whatsoever on royalty or extra lead etc. will be entertained.
13364
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Material and labour for forming embankments (using approved moorum/ red bajri brought from outside MD land) including raising (for lowering) earth, spreading in layers not exceeding 30cm thick, watering, rolling with vibratory earth compactor of capacity 10 to 15 tonne and finishing to required size, shape, etc. not exceeding 1.5 metre high from base (compaction shall be done until the density achieved is 98% of MPD) complete all as specified and directed.
Note:- The subgrade after preparation shall achieve minimum design K value of 5kg/cm2/cm at site. The approved moorum/earth for forming embankment shall be measured & paid for under BOQ item No 13 above.
13364
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Labour only for laying and compacting 200 mm thick (compacted thickness) Granular Sub Base Course (GSB), grading as per Grade V as specifed in Table 400-1 of MoRTH specifications for Road and Bridge works, 2013, by using crushed demolished concrete (obtained from item No. 4 above) including material and labour for mixing of any other size of aggregate/ stone dust/ moorum (other than crushed material obtained) to achieve required grading, surface formed, rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013.
Note: The cost of carrying the material from crusher plant to the site not exceeding 5.0 km is deemed to be included in the quoted rates and nothing shall be paid extra on this account.
6207
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Material and labour for laying and compacting 200 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade V as specifed Table 400-1 of MoRTH specifications for Road and Bridge works, 2013, over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag, or combination thereof as per the grading required. The materials shall be mechanically mixed, spread and levelled on the sub grade by using motor grader of adaquate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight for acheiving required compaction density of at least 98% of the Maximum Dry Density including consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013.
690
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Material and labour for laying and compacting 100 mm thick (compacted thickness) Granular Sub Base Course (GSB) laid in one layer, grading as per Grade V as specifed Table 400-1 of MoRTH specifications for Road and Bridge works, 2013, over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag, or combination thereof as per the grading required. The materials shall be mechanically mixed, spread and levelled on the subgrade by using motor grader of adaquate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight for acheiving required compaction density of at least 98% of the Maximum Dry Density including consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013.
531
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Material and labour for laying and compacting 200 mm thick (compacted thickness) Wet Mix Macadam (WMM) laid in two layers of 100 mm each, grading as per Table 400-13 of MoRTH specifications for Road and Bridge works, 2013, manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specifictaions for Road and Bridge works, 2013.
6897
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Material and labour for providing and laying Dry Lean Concrete (DLC) 150 mm thick of aggregate gradation as per Table 1 of SP 49:2014 having 7 day average compressive strength not less than 7 MPa, minimum cement content not less than 140 Kg/Cum, DLC mixed in Batching Plant, transported to site and laid by electronic sensor paver including spreading and compacting using high amplitude tamping bars of paver (initial compaction) further by double drum smooth wheeled vibratory rollers with 80-100 KN static weight to achieve minimum dry density not less than 98% of maximum Dry Density, necessary finishing etc. complete all as specified and tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge work 2013. Note: Longitudinal and transverse construction joints shall be provide as per MORTH specification. The quoted rate shall be inclusive of cutting longitudinal or transverse construction joints full depth in DLC.
7428
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Material and labour for 10 mm thick sand cushion with clean river sand duly clear of residual, organic and deleterious materials spread evenly to uniform thickness laid over DLC layer complete all as specified and directed. Note: No additional amount shall be paid for overlap.
743
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Supply and laying 400 micron thick HDPE sheet (Virgin Quality) white coloured water proof, wrinkle free without puncture having minimum weight 390 gm/sqm, over tack coat/ sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as minimum 300 mm complete all as specified and directed. Note: No additional amount shall be paid for overlap.
74280
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Material and labour for 400 mm thick Pavement Quality Concrete (PQC) of minimum 28 days field flexural strength of 45 Kg/Sqcm or 4.5 Mpa, aggregate gradation as per Table 3 of IRC 15- 2017, coarse aggregate of clean, hard strong, dense, non-porous and durable pieces of crushed stone or gravel, fine aggregates of clean natural sand or crushed stone sand or combination of both using minimum 400 kg/cum of cement with non-circular, virgin synthetic fibre @ 0.25% of weight of ordinary portland cement of 12-18 mm length, specific gravity 1.34 to 1.39, UV stable, alkali resistant, with equivalent dia 15-40 micron, minimum melting temperature as 240°C and minimum tensile strength of 300 Mpa and at the rate as specified by the manufacturer (rate of application shall be as per manufacturer recommendations). PQC laid, spread and compacted with slip-form sensor paver of minimum 7.50 m width, including curing and tining by texturing cum curing machine, paver inbuilt mechanical trowel finishing including final hand steel trowel finishing, belting, brooming etc. complete all as specified and directed. Required surface texturing to be done as specified in Clause 10.1.14 and Table 9 of IRC:15-2017.
27588
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Material and labour for 150 mm thick Pavement Quality Concrete (PQC) of minimum 28 days field flexural strength of 45 Kg/Sqcm or 4.5 Mpa, aggregate gradation as per Table 3 of IRC 15- 2017, coarse aggregate of clean, hard strong, dense, non-porous and durable pieces of crushed stone or gravel, fine aggregates of clean natural sand or crushed stone sand or combination of both using minimum 400 kg/cum of cement with non-circular, virgin synthetic fibre @ 0.25% of weight of ordinary portland cement of 12-18 mm length, specific gravity 1.34 to 1.39, UV stable, alkali resistant, with equivalent dia 15-40 micron, minimum melting temperature as 240°C and minimum tensile strength of 300 Mpa and at the rate as specified by the manufacturer (rate of application shall be as per manufacturer recommendations). PQC laid, spread and compacted with slip-form sensor paver of minimum 2.0 m width, including curing and tining by texturing cum curing machine, paver inbuilt mechanical trowel finishing including final hand steel trowel finishing, belting, brooming etc. complete all as specified and directed. Required surface texturing to be done as specified in Clause 10.1.14 and Table 9 of IRC:15-2017.
796
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Notes for item Nos. 22 and 23:- (i) The admixture as per approved design mix shall be added and mixed.The cost of admixture required shall deemed to be included in the quoted rate. (ii) The Cost of polyester triangular non circular synthetic fibres as secondary reinforcement added and mixed in concrete shall be measured and paid separetly under respective items as Supply only. (iii) Construction joints, dummy joints (contraction joints) and expansion joints shall be measured and paid separately under respective items.
(iv) Deduction shall be made in PQC of quantity for expansion joints.
(v) Trimming of vertical edges of construction joint (longitudinal and transverse) shall be carried out using sawing machine to maintain straight edge before laying of adjacent/ subsequent lane. The quoted rates shall be deemed to be inclusive of this provision and nothing extra shall be paid on this account.
(vi) For the purpose of pricing this item, the cement content shall be considered as 400 kg/cum. However actual cement content shall be worked out as per design mix and nothing extra shall be paid on this account.
(vii) Curing compound shall be applied at the paving stage after broom finish and surface is dry, and rate for spray of curing compound as per manufacturer instruction. The cost of curing compound and its application shall be deemed to be included in the quoted rate. (viii) The quoted rate shall be inclusive of use and waste of formwork for total thickness. (ix) At locations like link fillets, small areas etc where the slip form paver cannot be used for laying, fixed form paver with minimum 5m width can be used.
-
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Supply only non cicular, virgin, polyester, synthetic monofilament fibres of 12-18 mm length, specific gravity 1.34 to 1.39, UV stable, alkali resistant, with equivalent dia 15-40 micron, minimum melting temperature as 250°C and minimum tensile strength of 300 Mpa and at the rate as specified and at 0.25 % of weight of cement per cum of PQC. Make:- The material shall be sourced from only one particular brand/make as approved for the entire quantum of work.
25500
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Material and labour for forming of 25 mm thick expansion joints in concrete slabs upto full depth of PQC concrete slab by early saw and subsequent cutting by diamond cutter machine as soon as the concrete is strong enough to withstand edge spalling ie. first cut as early as possible but not later than 24 hrs. Joint cleaned thoroughly with application of compressed air, joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. The joint filled with pre-molded compressible polyethylene closed cell type filler board of required depth conforming to IS:1838:2011 Part-3, thereafter application of two coats of priming the vertical side of joints or as recommended in manufacturer's instruction at an interval of 30 minutes before placing backup rod and pouring the sealant. Placing of closed cell, medium density, crossed linked polyethylene foam backup rod of 30mm dia over filler board and filled with polyethylene based sealant (minimum depth of sealant above backup rod shall be 15 mm leaving 2-3 mm recess) conforming to relevant code BS-5212, BS-4254 and EN-141875-2003 for hydrolysis/ water resistance test and applying masking tape on edges of joints to prevent accidental spillage of sealant and removing the masking tape after sealant is applied. The sealant should have MAF + 30% and manufacturer's warranty for ten years complete all as specified and as directed.
Notes:- (i) Rounding of edge shall be done with hand grinder upto 5-6 mm dia.
(ii) While cutting expansion joint, cutting machine should have facilities of arrangement of dual blade spaced at expansion joint width such that joint can be formed at a time.
550
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Material and labour for cutting of construction joints 25 mm deep and 10 mm wide by early entry saw and subsequent cutting by diamond cutter machine as soon as the concrete is strong enough to withstand edge spalling ie. first cut as early as possible but not later than 24 hrs. Joint cleaned thoroughly with application of compressed air, joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris, thereafter application of two coats of priming the vertical side of joints or as recommended in manufacturer's instruction at an interval of 30 minutes before placing backup rod and pouring the sealant. Placing of closed cell, medium density, crossed linked polyethylene foam backup rod of 12mm dia and filled with polyethylene based sealant (minimum depth of sealant above backup rod shall be 13 mm leaving 2-3 mm recess) conforming to relevant code BS-5212, BS-4254 and EN-141875-2003 for hydrolysis/ water resistance test and applying masking tape on edges of joints to prevent accidental spillage of sealant and removing the masking tape after sealant is applied. The sealant should have MAF +30% and manufacturer's warranty for ten years complete all as specified and as directed.
Notes:- (i) Primer to be used before filling sealant
(ii) Edges shall be levelled and joints cut within 24 hours using diamond bit cutters of Bosch or equivalent used for cutting green concrete.
(iii) The vertical edges or sides of concrete of construction joint shall be treated with a coat of lime wash or bituminous paint before concreting the adjacent bay.
700
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Material and labour for forming dummy/ contraction joint with an initial saw cut of 3 mm soon after the concrete has set, upto a depth of 1/3rd to 1/4th of total depth of the slab, widening the first saw cut to 6 mm and 24 mm deep by using diamond bit cutter of appropriate size, straight and smooth edges, joint cleaned thoroughly with application of compressed air, joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris, thereafter application of two coats of priming the vertical side of joints or as recommended in manufacturer's instruction at an interval of 30 minutes before placing backup rod and pouring the sealant. Placing of closed cell, medium density, crossed linked polyethylene foam backup rod of 8mm dia and sealed with polyethylene sealant (minimum depth of sealant shall be 12 to 13 mm leaving 2-3 mm recess) complying with BS-5212, BS-4254 and EN-141875-2003 for hydrolysis/ water resistance test and applying masking tape on edges of joints to prevent accidental spillage of sealant and removing the masking tape after sealant is applied. The sealant should have MAF +30% and manufacturer's warranty for ten years complete all as specified and as directed.
Notes:- (i) Primer to be used before filling sealant
(ii) Edges shall be levelled and joints cut within 24 hours using diamond bit cutters of Bosch or equivalent used for cutting green concrete.
2751
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Material and labour for preparation of new concrete surfaces and applying three coats of white wash on pavement surfaces etc. complete all as specified and directed.
6858
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Material and labour for preparation of new concrete/ black top surfaces and applying adequate number of coats of road marking paint including primer exceeding 10 cm wide on pavement surfaces as in centre line marking, edge marking. threshold marking, touchdown marking etc. and all other marking for runway complete all as specified and directed.
6918
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Material and labour for preparation of new concrete/ black top surfaces and applying adequate number of coats of road marking paint including primer not exceeding 10 cm wide on pavement surfaces as in centre line marking, edge marking. threshold marking, touchdown marking etc. and all other marking for runway complete all as specified and directed.
11515
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Scarifying bituminous macadam surfaces in area exceeding 400 sqm and depth upto 50mm complete all as specified and directed.
471
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Removing building materials etc. other than spoil to a distance upto 05 km including loading, unloading and stacking at the destination complete all as specified and directed. Note: One metric tonne shall be considered as 'one load'
542
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Scarifying or picking gravelled, macadam, WBM, soling, GSB etc. any layers and surfaces in area exceeding 400 sqm and depth upto 250mm complete all as specified and directed.
471
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ROAD/ PATH/ CULVERT
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Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) and exceeding 1.5m upto 3m in depth) in all kind of soil including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m complete all as specified and directed.
69
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Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in any type of soil complete all as specified and as directed.
666
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Material and labour for cement concrete 1:3:6, type C2, using 40 mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and as directed.
25
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Material and labour for use and wase of 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 flat and fair finished surfaces complete all as specified and directed.
60
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Material and labour for use and waste of formwork to faces of walls, retaining walls, abutments, parapets and staircase railing and similar work including attached pillasters, buttresses etc.; vertical or to batter for flat and fair finished surfaces complete all as specified and directed.
284
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Material and labour for use and waste of formwork to soffits of suspended slabs such as roof, floor slabs, landings and similar work not exceeding 200 mm thick (horizontal or sloping) for flat and fair finished surfaces complete all as specified and directed.
22
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Material and labour for use and waste of formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exceeding 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exceeding 10 cm but not exceeding 20cm wide for flat and fair finished surfaces complete all as specified and directed.
14
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Material and labour for mild steel CRS TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.
11491
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Material and labour for reinforced cement concrete M-30 grade (design mix) (using 20mm graded stone aggregates) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, basement slabs, under-reamed piles etc. and mass concrete complete all as specified and as directed.
53
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Material and labour for reinforced cement concrete M-30 grade (design mix) (using 20mm graded aggregate) in walls, retaining walls, basement walls, ballast walls and the like, any thickness above top of footings including attached pilasters and buttresses etc. complete all as specified and directed.
43
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Material and labour for reinforced cement concrete M-30 grade (design mix) (using 20mm graded aggregate) in slabs supported on walls, beams, and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like etc. complete all as specified and directed.
14
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Material and labour for precast reinforced cement concrete M-30 grade (design mix) (using 20mm graded aggregate) as in cover of HDD chamber in slabs supported on walls, beams, and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like etc. complete all as specified and directed.
4
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Supply and fix 100 mm dia medium grade galvanised steel pipe laid and jointed in trenches complete all as specified and directed.
521
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Supply and fix 50 mm dia medium grade galvanised steel pipe laid and jointed in trenches complete all as specified and directed.
1563
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Material and labour for plain cement concrete type B1, 1:2:4 (using 12.5 mm graded stone aggregate) lean concrete, as in chamfered edges for packing of pipe complete all as specified and directed.
3
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AREA DRAINAGE
-
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Material and labour for hardcore using broken stone or boulders not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed.
122
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Material and labour for cement concrete 1:2:4, type B2, using 40 mm graded stone aggregate as in surface channel and drains complete all as specified and as directed
92
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Material and labour for design mix concrete type M20 using 20 mm graded stone aggregate as in surface channel and drains complete all as specified and as directed
183
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Material and labour for forming 20mm thick expansion joints for 150 mm thick concrete slab, filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound grade B complete all as specified and directed.
10
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EXTERNAL WATER SUPPLY
-
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Supply, lay, test and commisioning of 200 mm dia K-9 class ductile iron S/S pipe including specials complete all as specified and directed.
450
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Supply, lay, test and commisioning of 25 mm dia medium grade galvanised steel pipe including fittings complete all as specified and directed.
80
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Supply, lay, test and commisioning of 50 mm dia medium grade galvanised steel pipe including fittings complete all as specified and directed.
200
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Supply and fix 25 mm dia gate valve complete all as specified and as directed.
2
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Supply and fix 50 mm dia gate valve complete all as specified and as directed.
2
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Material and labour for cutting of 200 mm dia pipe in position for insertion of new tees, banches etc. complete all as specified and as directed.
2
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Material and labour for construction of brick masonry valve pit of 300 x 300 x 450 mm internal size and wall thickness 23 cm including earth work, PCC foundation 1:4:8 of thickness 15cm under masonry having 15cm offset alround, 4cm thick PCC 1:2:4 type B1 coping at top of brick wall, plastering of internal wall surfaces with CM 1:6 of thickness 10 mm and plastering of external wall surfaces with CM 1:4 of thickness 15 mm, fitted with 3mm thick mild steel sheet cover with angle iron frame of size 40 mm x 40 mm x 6 mm with provision of suitable holdfasts to hold the frame, locking arrangement and lifting handle, duly painted with two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed.
2
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Excavation in trenches not exceeding 1.5 metre wide and not exceeding 10 sqm on plan and not exceeding 1.5 metre depth and getting out in hard/ dense soil for foundations or for shafts, wells, cesspits, manholes, pier holes, etc. complete all as specified and as directed.
561
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Removing excavated soil to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above starting point complete all as specified and as directed.
84
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Dismantlingold DI pipe of size up to 200 mm dia
200
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Dismantlingold GI pipe of size up to 80 mm dia
150
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EXTERNAL ELECTRIC SUPPLY
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Taking out unservicable LT UG cable upto size 185sqmm of any core including PCC block covers/ bricks of any size from existing trench and re-routing the same in new trench complete all as specified and directed.
450
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Supply, laying and testing UG cable XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor, of size 185 sqmm 3.5 core, laid in trenches, sleeving through pipes of fixed on poles and walls or laid under floors including jointing with suitable size aluminium lugs complete all as specified and directed.
180
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Supply, laying and testing UG cable XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor, of size 120 sqmm 3.5 core, laid in trenches, sleeving through pipes of fixed on poles and walls or laid under floors including jointing with suitable size aluminium lugs complete all as specified and directed.
180
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Supply, laying and testing UG cable XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor, of size 25 sqmm 4 core, laid in trenches, sleeving through pipes of fixed on poles and walls or laid under floors including jointing with suitable size aluminium lugs complete all as specified and directed.
90
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Material and labour for cable jointing kit for 1.1 KV (earthed) grade cable for straight through heat shrink type joint complete with jointing material and accessories suitable for 3.5 core XLPE, armoured, aluminium conductor cable of size 120 sqmm to 150 sqmm complete all as specified and directed.
4
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Material and labour for cable jointing kit for 1.1 KV (earthed) grade cable for straight through epoxy joint complete with jointing material and accessories suitable for 3.5 core XLPE, armoured, aluminium conductor cable of size 185 sqmm to 240 sqmm complete all as specified and directed.
4
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Material and labour for cable jointing kit for 1.1 KV (earthed) grade cable for straight through epoxy joint complete with jointing material and accessories suitable for 3.5/ 4 core XLPE, armoured, aluminium conductor cable of size 25 sqmm to 50 sqmm complete all as specified and directed.
2
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Material and labour for sand filling in trenches for cushioning for underground cable using clean fine dry sand 8 cm before laying cable and 15 cm after laying and punned after laying of cable complete all as specified and directed.
Note:- Punned thickness shall be considered for payment purpose.
44
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Supplying and laying ISI marked and conforming to IS- 5820-1970 un-reinforced precast concrete cable cover, class LV, Type 1, flat, size 250mm x 150mm x 40mm in trenches as protection to LT UG cable complete all as specified and directed.
3600
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MAFI LIGHTS
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Labour only for disconnecting, dismantling and taking out carefully under mentioned runway light fittings along with light mounting MS spikes including dismantling of PCC foundation, etc. duly grouted in soil including transporting & depositing the light fitting assembly to store as designated by GE after chipping off the old cement residues from the light fitting assembly and clearing the same including of carrying out GPS survey for locating X,Y,Z co-ordinates of the light fitting unit and submission of drawings of the existing AFLS all as specified and directed for ELEVATED type three aspect (02 Nos. UNI lights + 01 No. OMNI Light) Edge lights, Threshold lights, Touchdown lights and Turnpad/Taxi OMNI lights.
86
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Dismantling and taking out old air field light isolation transformer after dismantling it from connected AFLS light along with disconnection of Primary/secondary connectors and including of transporting & depositing the same at store as designated by GE all as specified and directed. NOTE - Contractor has to make his own arrangements for transport of ITs. The quoted rate is deemed to be inclusive of excavation and necessary earth work for removal of ITs.
194
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Dismantling of old primary/Secondary cable of any size by pulling out cable from existing conduit/laid in ground for elevated AFLS lights on runway/ORA and deposit the serviceable cables at store as designated by GE complete all as directed.
Note: Note: (a) Contractor has to make his own arrangements for transport of the cable. (b) The quoted rate shall also deem to be inclusive of required excavation and earth work.
12600
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Labour only for laying and installation of HDPE/ UPVC conduit of size 25mm inner dia below NLB/ ORA surface for drawing electrical circuits of inset/ elevated MAFI lights complete all as specified and directed.
1000
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Labour only for laying and installation of HDPE/ UPVC conduit of size 35mm inner dia adjacent to NLB/ ORA surface in soft/ loose soil for inset/ elevated MAFI lights complete all as specified and directed.
1000
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Labour only for drawing of primary cable (servicable only) through existing conduit below NLB surfaces for elevated/ inset MAFI lights on runway/ ORA complete all as specified and directed.
1000
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Labour only for drawing of secondary cable (servicable only) through existing conduit below NLB surfaces for elevated MAFI lights on runway/ ORA complete all as specified and directed.
1000
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Labour only for fixing & testing of air field light isolation transformer (IT) (of any rating/capacity) assembly consisting of 01 No. isolation transformer along with 01 No. secondary connector (to be connected to secondary cable from IT to light) and 02 Nos. primary connectors (to be connected to incoming and outgoing primary cables) (all as received form CCR store) at runway and ORP along with carrying out necessary inspection/testing of the assembly all as specified and directed by Engineer-in-charge.
NOTE - Quoted Rate shall be deemed to be inclusive of collection of lighting isolation transformers and primary and secondary connectors from store as designated by GE and making necessary arrangements for installation of isolation transformer assembly at runway/taxi track along with all connected accessories as specified and directed by Air Force authorities. The contractor will ensure the serviceability of isolation transformers and connectors while collecting from store and if any damage occurs during the transportation/fixing the contractor will be liable for compensation.
194
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Labour only for installation, testing and commissioning of under mentioned AFLS light fittings inclusive of connection of primary/secondary connectors, isolation transformers and primary/secondary cables inclusive of transporting the same from store as designated by GE. Lights mounted on spikes should be grouted at the locations as per GPS survey markings (X, Y, Z co-ordinates) carried out under Item No.1 of this schedule with precise alignment by (and inclusive of) cutting of circular holes by core cutting eqpt of reqd dia at a depth of max 750 mm below the PQC surface also filling up of core by PQC of same grade as used for laying of NLB under this CA up to bottom of the core. The job is inclusive of submission of two copies of drawings of complete AFLS of the runway all as specified and directed for ELEVATED type three aspect (02 Nos. UNI lights + 01 No. OMNI Light) Edge lights, Threshold lights, Touchdown lights and Turnpad/Taxi OMNI lights.
86
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Material and labour for earthing complete with galvanised steel earth plate electrode 600 mm x 600 mm x 6 mm as earthing lead buried directly in ground vertically in a pit of depth not less than 2.25 metre below ground level with the top edge of earth plate at a depth not less than 1.5 m below normal ground level, connected to and including galvanised iron earth strip 32 x 6 mm as earthing lead by means of bolts, nuts, check nuts and washers of galvanised iron or steel, and connected to earthing test point, providing charcoal and common salt all as shown in electrical plate no. 3 of SSR part I, and testing on completion including excavation and earth work in any type of soil, PCC 1:3:6 type C1 earthing chamber, precast RCC cover slab 50 mm thick in cement concrete 1:2:4 type B1 reinforced with welded steel wire fabric (XPM) weight not less than 4kg/sqm with cast iron frame, funnel with wire mesh, watering pipe of 20 mm bore medium grade GI pipe and lugs, earthing strip protected by galvanised iron or steel pipe 40 mm dia medium grade 7.5 metre long complete all as specified and as directed.
Note: (i) The unit rate shall include cost of earth lead and cost of GI protection pipe upto 7.50 meter.
(ii) Any variation in length of earth lead and protection pipe beyond 7.5 m shall be measured separately.
10
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Material and labour for earth continuity conductor or main earthing lead with 8 SWG GI wire buried in ground or drawn in conduit/ pipe or fixed to poles or any other indicated situation for loop earthing etc. complete all as specified and directed.
3000
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Material and labour for subsoil investigation for Runway rigid pavement resurfacing work as per IS 1892-1979 by boring 100 mm dia bore holes for 03 m depth or upto a depth where N value reaches 50 whichever is earlier with the following criteria and services:-
Criteria: Depth of bore holes may be taken 3m or N value reaches 50, whichever is earlier in any type of soil/ soft disintergrated rock/ hard rock for isolated/ combined/ raft foundation. To ensure that boulders or layers of cementitious soil is not mistaken for bed rock, core drilling to be done to a depth of atleast 3m in bed rock in areas where boulders are found and collection/ preparation of rock samples and determination of bulk density, water absorption and compressive strength is done. However the maximum depth of bore hole is 3 m in any case. Scope of work shall include:
(A) Mobilisation of mechanical drilling equipment/ rig and shifting of entire arrangement from one bore to another bore hole location and setting of boring / drilling rig as required/ directed by Engnr-in-Charge.
(B) Collection of undristurbed soil sample at 1 m, 1.5 m, 2 m and 3 m depth or at any change in strata in 100 mm bore thin walled tube including waxing, sealing, packing and transporting to the lab.
(C) Carrying out Standard Penetration Test (SPT) including collection of disturbed soil samples in bore holes at 1 m, 1.5 m, 2 m and 3 m depth or any change in strata and submit the report with all requisite data.
6
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(D) Conducting necessary tests as per relevant IS codes: 1892/NBC 2005/SP36 on all collected samples which include the determination of the following:
(a) Atterberg Limits: Liquid limit, Plastic limit, Shrinkage limit
(b) Wet and dry density, Degree of saturation of soil
(c) Unit weight (Bulk Density), Natural moisture content, Plasticity index, Specific gravity, soaked and unsoaked CBR of soil sample
(d) Grain size analysis, Identification and classification of soil, Soil particle size distribution using sieve/ hydrometer analysis
(e) Shear parameter (C-Phi Analysis), Tri-axial shear test and C-Phi determination
(f) Consolidation test and permeability test
(g) Specific gravity test for sand/ rock
(h) Crushing strength, Degree of weathering (CR value) and RQD of rock samples
(j) Permeability test
(k) Chemical analysis of ground water sample (min 02 samples) (water to be obtained from the bottom of bore hole)
(l) Free swelling index and swelling pressure if expansive soil is encountered
(m) Depth of ground water table in peak monsoon (lowest) and peak summer (highest) after corelation of result after corelation of result with seasonal variation of water table in the station.
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(n) Presence of loose soil if any and its depth
(o) If weak soil with lesser N value as specified in Table-I of IS 1893 (Pat-I):2016 is encountered then evaluation of liquefaction potential shall be assessed and remedial action to be adopted shall be specified.
(p) Chemical analysis of soil and recommendation and type of cement to be used for rigid pavement.
(q) Recommendation for soil improvement if required, ie. for soil stabilization or soil replacement (E) Submission of report in four sets giving detailed site plan showing the test points, bore log, subsoil profile, results of field investigations, laboratory test results, SPT values
Notes:
(i) The quoted rate shall include all items of work necessary for carrying out complete soil exploration work, collection of sample, testing at laboratory and field test results and submission of reports (four sets)
(ii) RL of the ground with reference to a BM should invariably mentioned in the soil investigation report for each bore hole
(iii) The complete test shall be carried out though a third party NABL approved lab/consultantsand reports to be submitted.
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Material and labour for carrying out Modulus of subgrade reaction test (K- value) in field as per IS: 9214: 1979 at depth 600 mm or as directed from GL including mobilisation equipments and shifting of entire arrangement from one test location to another test location and setting as required / directed by Engnr-in-Charge and submission of reports with site plan showing test locations (four sets) complete all as specified and directed.
10
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Note for Item Nos. 84 & 85:- (a) The complete test shall be carried out though a third party NABL approved lab/consultantsand reports to be submitted. (b) The Item Nos 84 & 85 shall be measured at initial stage only to ascertain the soil properties for soil improvement if required on existing ground after demolition of PQC and excavation as directed.
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Excavation in trenches by manual means not exc 1.5 m wide and not exc 1.5 m depth for laying of CI / GI pipes iiue in trenches and getting out in any type of soil complete all as specified and directed by Engr-in-Charge
3175
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Removing excavated soil to a distance not exceeding 50 mtr and depositing where directed at level not exc 1.5 mtr above the starting point complete all as specified and directed by Engr-in-Charge.
303
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Returning, filling in trenches including , leveling water and all raming in layers not exc 25 cm in soft / loose soil, complete all as specified and directed by Engr-in-Charge.
2872
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M & L sand cushioning (dry sand) to underground cable for cable protection 23 cm thick in two layers (8 cm thick before laying of cables and 15 cm thick after laying the cable and punning down the sand to 18 cm thickness.). Complete all as specified and as directed by Engineer-in-Charge. (Note:- Only punned thickness 18 cm of sand shall be measured for payment purposes).
454
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Supplying and laying Bricks, common burnt clay building bricks, sub-class ‘A’, designation 75 as cable protection.
A/U – Per 1000 Nos
55.26
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M&L cross arms, bracing, 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 indicted and inclusive of one primer coat one under coat and two finishing coat of aluminum paint.
1.37
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NOTE : Amount of credit of Rs. 34,81,945.00 for retrieved materials is mentioned in schedule of credit of tender documents in pdf form which will be deducted offline while acceptance of tender.
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