Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Building Construction
Eprocure
Opening Date17 Oct 2024
Closing Date14 Jan 2025
Tender Amount₹ 1,48,75,00,000
Costs
EMD
₹ 15,00,000Document Cost
₹ 3,000Tender Fee
Refer Documents
Summary
Provision Of Infrastructure For Certain Technical Buildings Part Ii
Description
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Contact
Tender Id
2024_MES_679991_1Tender No
85431_Part2Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
Tender Pages including Schedules Part 1
Tender Pages including Schedules Part 2
BOQ Items
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Construction of aircraft washing platform with 400mm thick Pavement Quality Concrete (PQC) flooring to achieve flexural strength 45 kg/cm2 in 28 days over one layer of high density polythene sheet (Virgin quality) 400 micron thick and of weight not less than 380 g/Sq.m over 10mm thick sand cushioning over 100mm thick dry lean concrete with min 150 kg/Cu.m. of cement and compressive strength not less than 10 mpa in 7days over 225mm (Compacted thickness) Wet Mix Macadam (WMM) in 3 layers of 75mm each layer over 300mm thick Granular Sub Base (GSB) Grading-V with broken boulders of trap/granite stone in 2 layers as per design obtained from E-in-C's branch vide letter No.90176/ Visakhapatnam/133/E2W (RI-1) dated 18 Jul 2018 including provision of contraction, construction and expansion joints, filler board, sealant primer, joint sealant, backer rod , deponding strip etc. complete all as specified and as shown on drawings and as directed.
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Notes for Item Nos.1.2 & 1.3:
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(i) The contractor shall be responsible for Design of Foundation and all RCC members from qualified Architects/Designers as per CA Conditions and approved by Accepting Officers duly vetted by any of the IITs /Andhra University as provided in the Contract Agreement.
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(ii) The architectural drawings enclosed with contract documents are the guidance for designing the structural members. The Plinth Area shall remain same and any minor changes which are technically/functionally required as per user requirement at ground shall be executed by the contractor without any extra cost.
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(iii) Cost of any raising of ground/cutting required for fixing MGL and raising of plinth level, the cost of earth work with all connecting works (RCC/Masonry and finishes) as directed shall be deemed to be included in the quoted rate.
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(iv) Construction of buildings and structures under this schedule shall be commenced on completion of area development. Excavation of foundation shall be reckoned from made up ground level (MGL) as indicated in structural drawings.
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(v) Earth work, excavation, returning filling in, disposal of surplus soil to a distance as specified, filling under floors with reference to MGL as shown in the drawings for building portion is deemed to be included in the scope of lump sum quoted against these items.
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(vi) Cutting/filling between MGL & NGL (Natural Ground Level) shall be measured and paid separately under Schedule 'A' Part-II.
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(vii) Internal water supply & internal electric supply are not inclusive of this item and will be measured and paid for under relevant schedules.
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(viii) The contractor shall facilitate the Third Party Inspection Team appointed by the Accepting Officer.
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SCHEDULE 'A' PART-II to SCHEDULE 'A' PART-VIII:
Note: Schedule 'A' Part-II to Part-VIII are prepriced by MES. Bidders shall insert their lump sum amount in green coloured field under Column 6 only.
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Lump Sum price worked out by the contractor for 'Site Clearance/Area Development/Earth Work/Excavation', as listed in Schedule 'A' Part-II.
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102971632
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Lump Sum price worked out by the contractor for 'Internal Electrification', as listed in Schedule 'A' Part-III.
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40918
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Lump Sum price worked out by the contractor for 'External Water Supply', as listed in Schedule 'A' Part-IV.
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59475
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Lump Sum price worked out by the contractor for 'Area Drainage', as listed in Schedule 'A' Part-V.
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24098582
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Lump Sum price worked out by the contractor for 'RCC Box Type Culvert', as listed in Schedule 'A' Part-VI.
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8528710
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Lump Sum price worked out by the contractor for 'Retaining Wall', as listed in Schedule 'A' Part-VII.
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51127661
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Lump Sum price worked out by the contractor for 'Lightening Protection', as listed in Schedule 'A' Part-VIII.
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319720
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SCHEDULE 'A' PART-IX: (MISCELLANEOUS ITEMS):
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SOIL STABILIZATION/PVD:
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Excavation of compacted surcharge loading (Moorum) by Mechanical means (Hydraulic excavator) up to 4.5m deep and getting out including dressing of sides and ramming of bottoms including dewatering etc. for sub-surface drainage complete all as specified and as directed.
230987
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M&L for moorum filling in embankment with proper side slope as per drawing (For subgrade and earthen shoulders), spread, levelled, rolled and consolidated with 8 to 12 tonne static road rollers and vibratory roller in layers not exc. 50 cm thickness to a height not exc. 2.0m from MGL maintaining a minimum degree of compaction of 98% of modified proctor density including watering and necessary T&P all as per cross section details shown on drawing complete all as specified and as directed.
109314.27
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M&L for moorum filling in embankment with proper side slope as per drawing (For surcharge preloading), spread, levelled, rolled and consolidated with 8 to 12 tonne static road rollers and vibratory roller in layers not exc. 50 cm thickness to a height exc. 2.0m but not exc. 4.5m from MGL maintaining a minimum degree of compaction of 98% of modified proctor density including watering and necessary T&P all as per cross section details shown on drawing complete all as specified and as directed.
Notes for Item Nos.10 & 11:
(i) Moorum obtained from the excavation of compacted surcharge loading shall be used.
(ii) Compacted thickness will be measured for payment.
(iii) These rate are inclusive of forming embankment.
(iv) Moorum shall have liquid limit (LL) less than 35%, plasticity index (PI) less than 15%.
(v) Moorum shall be of maximum dry density not less than 2g/cm3.
121675.84
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M&L for moorum filling in embankment with proper side slope as per drawing (For surcharge preloading in bottom layer 500 mm depth above granular sand blanket), spread, levelled, rolled and consolidated with 8 to 12 tonne static road rollers and vibratory roller in layers not exc. 25 cm thickness to a height not exc. 2.0m from MGL maintaining a minimum degree of compaction of 98% of modified proctor density including watering and necessary T&P all as per cross section details shown on drawing complete all as specified and as directed.
88606
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M&L for moorum filling in embankment with proper side slope as per drawing (For backfill on sides of granular sand blanket), spread, levelled, rolled and consolidated with 8 to 12 tonne static road rollers and vibratory roller in layers not exc. 50 cm thickness to a height exc. 2.0m but not exc. 4.50m from MGL maintaining a minimum degree of compaction of 98% of modified proctor density including watering and necessary T&P all as per cross section details shown on drawing complete all as specified and as directed.
Notes for Item Nos.12 & 13:
(i) Moorum shall be brought from outside MoD land and the lead for the same will be measured and paid separately.
(ii) Compacted thickness will be measured for payment.
(iii) These rate are inclusive of forming embankment.
(iv) Moorum shall have liquid limit (LL) less than 35%, plasticity index (PI) less than 15%.
(v) Moorum shall be of maximum dry density not less than 2g/cm3.
101716
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Depositing, spreading and levelling in layers not exc. 15 cm thick of smaller gradation filter material around and over 630mm HDPE pipes manually without damage to drainage pipe (As per MORTH Table 300-3 (Class-1)) in trenches for sub surface drain including all necessary arrangement for maintaining geotextile on vertical position complete all as specified and as directed.
1182
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Depositing, spreading and levelling in layers not exc. 15 cm thick of larger gradation filter material around and over 630mm HDPE pipes manually without damage to drainage pipe (As per MORTH Table 300-3 (Class-3)) in trenches for sub surface drain including all necessary arrangement for maintaining geotextile on vertical position complete all as specified and as directed.
596
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M&L for river sand filling in pavements, Taxi links, (Granular sand blanket measuring 500mm thick) including watering, levelling, rolling and consolidating the surface by heavy compaction (IS-2720 Part-8) using vibratory roller of 8 to 10 tonne capacity to obtain 75-80% of maximum dry density complete all as specified and directed.
Note: Care shall be taken not to disturb PVDs while filling and compacting the sand layer.
45333
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M&L for 50 mm thick crushed stone dust filling in pavings, laid in layers not exc. 15cm thick, spread, levelled and rammed including watering and rolling complete all as specified and as directed.
4534
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Supply and laying of 630mm outer dia. (PE-100, PN-16) HDPE pipe confirming to IS 4984-2016 and shall be jointed/laid in accordance with latest IS-7634 Part-2, slotted around circumference all as shown in drawing and specified for sub surface drain including necessary bend, connectors etc to maintain proper gradient to drain out water to the final disposal point complete all as specified and as directed.
Note: Slots shall be of length 65mm and width 5mm with spacing 25mm on whole circumference of the pipe.
2136
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Supplying and installation of cassagrande's piezometers including all fittings & accessories as shown in drawing to monitor the consolidation of soil during ground improvement by PVD method during surcharge loading complete all as specified and as directed.
32
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Supplying and installation of settlement gauges including all fittings & accessories as shown in drawing to monitor the consolidation of soil during ground improvement by PVD method during surcharge loading complete all as specified and as directed.
32
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Supply and installation of temporary sump with rotational moulded polyethylene water storage tanks (cylindrical vertical) of 2000 litre capacity and fixed in position at the end for collection of sub drain & underground water during the surcharge period including excavation, dewatering and necessary pumping arrangement for disposal of water from the storage tank to the nearest storm drains and loose filling of sump with size of 20-40mm aggregate after completion of soil stabilization without any extra cost, complete all as specified and as directed.
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Preparation and surface treatment of formation by removing mud and slurry, watering to extent need to maintain the desired moisture content, trimming to the required line, grade and profile and rolling with smooth wheeled roller complete all as specified and as directed.
9066.6
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Supply and laying/wrapping of Non-woven Polypropylene Geotextile having minimum weight 285 gm per Sq.m. and minimum thickness 2.50mm (Confirming to clause 702, Table 700-5 of MORTH 5th Revision) complete all as specified and as directed.
103524
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Supply and installation of Prefabricated Verticle Drains (PVD) of size 100mm wide x 5mm thick (Minimum thickness) at a spacing of 1.2m in triangular pattern by using drain stitcher over the entire area as shown on drawing and complete all as specified and as directed.
Notes:
1. PVDs shall be cut after installation in such a manner that PVD head length of 400mm can be embedded in a sand blanket of 500mm thickness as shown in drawing. 2. PVDs shall consist of corrugated inner core wrapped in non woven geotextile (Polypropylene) and shall have discharge capacity not less than 100x10-6 m3/s under hydraulic gradient of 1 at pressure of 250 kPa.
3. The rate quoted shall include the cost of labour, equipment, material, marking etc. required for installation of PVDs.
4. PVD installation shall be got done as per manufacturer’s instructions and through authorized/nominated applicator/installer of manufacturer of PVD.
5. PVD shall be procured from the following manufacturers: (a) M/S TECHFAB (b) M/S TENCATE (c) M/S NYLEX
661057
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PAVEMENT:
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M&L for laying and compacting 300mm (compacted thickness) Granular Sub Base (GSB) Grade V in two layers of 150mm each (grading and physical requirements as per Table 400-1 and 400-2 respectively of MORTH specification for road and bridge works) over compacted sub grade with natural sand, crushed gravel, crushed stone, crushed slag, or combination thereof as per grading required, all the materials mechanically mixed, spread and levelled on the sub grade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of at least 98% of the maximum dry density including consolidating to required gradient and camber complete all as specified and as directed and finishing the surface tolerance as per table 900-1 of MORTH specifications for Road and Bridge works, 2013 complete all as specified and as directed.
Notes:
1. Payment shall be made for solid quantity arrived after consolidation.
2. Compaction of granular sub base filling shall be carried out under optimum moisture conditions to achieve 98 % of modified proctor density.
3. Before execution of this item the approved material obtained from outside MD land shall be tested/checked for suitability to use.
4. The lead/royalty involved is to be ascertained by the contractor before quoting his tender and no extra payment/adjustment for increased in lead or rate of royalty due to whatsoever reason shall be admissible on his account.
5. The contractor shall use vibratory earth compactor in lieu of power roller to achieve 98% maximum dry density (MDD) at OMC without any extra cost and the method of compaction to be adopted as per recommendation of agency reporting max density at OMC
6. GSB shall be as per MORTH specification as detailed in particular specification.
5542.91
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M&L for laying and compacting 225mm thick (compacted thickness) of Wet Mixed Macadam (WMM), in three layers of 75mm thick each manufactured in WMM plant, each layer compacted separately (physical requirements and grading as per Table 400-12 and 400-13 respectively of MORTH specification for Road and Bridge works), material comprising of clean, crushed, graded aggregate and granular material premixed with water to as dense mass, spreading using sensor paver including spreading and compacting using double drum smooth wheeled vibratory roller with 80-100 KN static weight for achieving required compaction density of at least 98% of the maximum dry density and rolled consolidated to required gradient and camber complete as specified, including the soundness test catered out on the material delivered at site as per IS 2386 (Part-5) in case the water absorption value of coarse aggregates is grater than 2%, and finishing the surface tolerances as per Table 900-1 of MORTH specifications for Road and Bridge works complete all as specified and as directed.
Notes: 1. The rate quoted shall be for the entire compacted thickness (each layer shall be rolled and compacted separately as described).
2. The Maximum Dry Density shall be determined using modified proctor density determination method as per IS code on prepared GSB surface.
3. Each layer of WMM shall not be more than 100mm / 150mm and shall not less than 75mm thick.
5542.91
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M&L for Dry Lean Concrete (DLC) of compacted thickness 100mm in single layer of aggregate gradation as per Table 1 of SP 49: 2014 having 7 day average compressive strength not less than 10 MPa with minimum cement content not less than 140 Kg/Cu.m., 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 drum smooth wheeled vibratory rollers with 80-100 KN static weight to achieve minimum dry density not less than 98% of that achieved during the trial length construction including necessary finishing etc. complete all as specified and as directed.
Notes:
1. No price adjustments shall be applicable if excess quantity of cement i.e. more than the minimum mentioned above is approved based on mix design in the execution of work under this item and quoted rates are deemed to be included for the same.
2. DLC shall be as per MORTH specification and as detailed in PS.
5542.91
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M&L for dry clean river sand passing through IS sieve 2.36mm and held in IS sieve 600 micron, spread and compacted to 10mm thickness complete all as specified and as directed.
554.29
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M&L for 400 Micron HDPE sheet (Virgin Quality) water proof, wrinkle free polyethylene sheeting without puncture having minimum weight 390 gm/Sq.m. over tack coat/sand cushion as specified in design with overlap between adjacent strips as minimum 300mm and transverse joints at ends as minimum 300mm with maximum standard width available as approved by GE without joints, manufactured by multilayer technology using 100% virgin raw material, confirming to IS: 10889 complete all as specified and as directed.
Notes:
1. Sand layer shall be measured and paid separately under BoQ item No.23.
2. Company logo, IS code, and batch number shall be marked on HDPE sheet at every 2 meters.
3. Rate is inclusive of overlaps at joints.
55429.12
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M&L for Pavement Quality Concrete (PQC) 400mm thick of minimum 28 days field flexural strength 45 Kg/Sq.cm. 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 or combination of both, using minimum 360 Kg/Cu.m. of cement content with non-circular synthetic fibreof 12-18mm 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, laid, spread and compacted with slip-form paver of minimum 9.0m width, including curing and tinning by texturing cum curing machine including required surface texturing all as specified in Clause 10.1.14 and Table 9 of IRC 15-2017 complete all as specified and as directed.
Notes: 1. Construction joints/dummy joints and expansion joints shall be measured and paid separately under respective items.
2. Deduction shall be made in computing concrete quantity for expansion joints.
3. Contractor shall consider minimum 400 Kg of cement per cubic meter of concrete while quoting this item. Actual quantity of cement shall be used as per approved design mix. No price adjustment shall be applicable for excess quantity of cement content i.e. beyond 400 Kg as per approved design mix in execution of work.
4. Non circular synthetic fiber shall be mixed in the PQC @ 0.25% of cement all as per manufacturers instructions and as directed. 5. Supply only of non circular synthetic fibre shall be measured and paid separately.
6. Cost of steel formwork and testing as specified shall be deemed to be included in the rate quoted by the tenderer.
7. Maximum working temperature shall not exceed 30 degree centigrade of atmosphere.
8. Required surface texturing to be done as specified in Clause 10.1.14 and Table 9 of IRC: 15-2017.
22171.65
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Supply only non-circular, virgin, synthetic, monofilament polyester fibres of length 12mm to 18mm, specific gravity 1.34 to 1.39, UV stable, alkali resistant, equivalent diameter 15-40 micron, minimum melting temperature 250o C and minimum tensile strength 300 MPa complete all as specified and as directed.
Notes:
1. All properties/specifications to meet test parameters as per IS 16481:2016.
2. Design mix to be prepared after incorporating fibres.
22171.65
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M&L for forming 25mm wide expansion joint for 400mm thick PQC by cutting using high RPM diamond cutter of appropriate size, straight and smooth edges, early entry saw and subsequent full depth cutting, cleaning the joint thoroughly with application of compressed air and making dry, vacuum cleaned and free of dirt, oil, vegetation and other debris and filling the joint with pre-molded 25mm thick compressible polyethylene closed cell type filler board as specified and thereafter applying two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant, placing the closed cell, medium density, crossed linked polyethylene foam backup rod of 30mm dia., over filler board and filled with polyurethane based sealant (fuel resistant) complying with BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of +/- 30% having minimum 10 years performance guarantee, applying masked tape on the edges of joints to prevent accidental spill age of sealant and removing the masking tape after filling of sealant and removing the masking tape after filling of sealant as per the method specified and directed by the manufacturer complete all as specified and as directed.
Notes:
1. The polyethylene rod shall be of desired diameter having minimum density of 22 Kg/Cu.m. and compression strength of 0.40 Kg/Sq.m. of white colour. 2. Primer to be used before filling sealant.
3. The joint filler shall be pre-moulded, compressive filler board with high performance closed-cell material available in board form (HD 100) and shall comply with the requirements of ASTM-D3575/IS standards (latest revision).
388.1
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M&L for cutting of construction joints 25mm deep and 10mm wide by early entry saw cut using diamond bit cutter of appropriate size, straight and smooth edges, cleaning the joint thoroughly with application of compressed air, making dry, vacuum cleaned and free of dirt, oil, vegetation and other debris, applying two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant, placing of closed cell, medium density, crossed linked polyethylene foam backup rod of 12mm dia., applying the bond breaker tape on top of back up rod for complete width of the joint and filled with polyurethane based sealant (fuel resistant) complying with BS-5212, BS-4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of +/- 30% having minimum 10 year performance guarantee, applying masked tape on the edges of joints to prevent accidental spill age of sealant and removing the masking tape after filling of sealant as per the method specified and directed by the manufacturer complete all as specified and as directed.
Notes:
1. The polyethylene rod shall be of desired diameter having minimum density of 22 Kg/Cu.m. and compression strength of 0.40 Kg/Sq.m., of white colour. 2. Primer to be used before filling sealant.
3. The Joint filler shall be pre-moulded, compressive filler board with high performance closed-cell material available in board form (HD 100) and shall comply with the requirements of ASTM-D3575/IS Standards (latest revision).
686.5
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M&L for forming contraction (Dummy) joints of 8mm wide and depth 1/3 to 1/4 the thickness of slab (250mm thick PQC) using high RPM diamond cutter with and initial saw cut of 3mm soon after concrete has set, widening the first saw cut to 8mm width and 24mm deep from the top using diamond bit cutter of appropriate size, straight and smooth edges, cleaning the joint thoroughly with application of compressed air and making dry, vacuum cleaned and free of dirt, oil, vegetation and other debris, applying two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant, placing of closed cell, medium density, crossed linked polyethylene foam backup rod of 10mm dia., applying the bond breaker tape on top of back up rod for complete width of the joint and filled with polyurethane based sealant (fuel resistant) complying with BS-5212, BS-4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of +/- 30% having minimum 10 year performance guarantee, applying masked tape on the edges of joints to prevent accidental spill age of sealant and removing the masking tape after filling of sealant as per the method specified and directed by the manufacturer complete all as specified and as directed.
Notes:
1. The polyethylene rod shall be of desired diameter having minimum density of 22 Kg/Cu.m. and compression strength of 0.40 Kg/Sq.m., of white colour. 2. Primer to be used before filling sealant.
3. The Joint filler shall be pre-moulded, compressive filler board with high performance closed-cell material available in board form (HD 100) and shall comply with the requirements of ASTM-D3575/IS Standards (latest revision). 4. Cutting of joints shall be completed within 24 hours.
1362.8
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M&L for painting lines, dashes, arrows, letters etc. on roads surface with hot applied retro reflective thermoplastic paint confirming to MORTH (Clause 803.40) all as specified with 8% glass beads using special applicator machine with heating arrangement up to 160oC, including cleaning & drying the road surfaces to ensure dust, oil, grease & moisture free surface before applying paint complete all as specified and as directed.
440.85
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INTERNAL ELECTRIFICATION:
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Point wiring with two runs of 1.5 Sq.mm. FRLS PVC insulated unsheathed copper conductor multi stranded 1100 Volts grade, ISI marking drawn through and including non metallic PVC rigid concealed conduit and conduit accessories medium grade, ISI marked, including modular metal flush box with and including modular white cover plate with frame for mounting modular switches/sockets/fan regulators etc. including one run of 1.5 Sq.mm. PVC insulated unsheathed copper cable for earth continuity, connected to earth dolly, for One light/bell point controlled by one no. one way switch or One fan (ceiling fan/exhaust fan/wall mounted) point controlled by one switch or one 3 pin socket outlet 5 Amps on independent board on independent board complete all as specified and as directed.
3
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All as per item No.36 here-in-before but for one 3 pin socket outlet 15 Amps on independent board with two runs of 4 Sq.mm. FRLS PVC wire and one run of 4 Sq.mm. copper cable for earth continuity.
13
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M&L for sub main wiring concealed type with PVC insulated FRLS copper conductor cable unsheathed for circuit along with earth wire including PVC rigid conduit medium grade 20mm dia. with accessories complete with two runs of 2.5 Sq.mm. cable and one run of 2.5 Sq.mm. earth wire complete with colour coding and making good the disturbed area complete all as specified and as directed.
720
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M&L for sub main wiring concealed type with PVC insulated FRLS copper conductor cable unsheathed for circuit along with earth wire including PVC rigid conduit medium grade 20mm dia. with accessories complete with two runs of 4 Sq.mm. cable and one run of 4 Sq.mm. earth wire complete with colour coding and making good the disturbed area complete all as specified and as directed.
50
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M&L for sub main wiring concealed type with PVC insulated FRLS copper conductor cable unsheathed for circuit along with earth wire including PVC rigid conduit medium grade 20mm dia. with accessories complete with two runs of 6 Sq.mm. cable and one run of 6 Sq.mm. earth wire complete with colour coding and making good the disturbed area complete all as specified and as directed.
Note for Item Nos.38 to 40: Two runs of cable, one run of earth wire and one run of conduit will be measured as one unit.
50
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S&F concealed in wall MCB DB double door TPN 4 way sheet phospetised powder painted with 200 Amps rated bus bar 415 Volts neutral link, IP 43 protection including provision for fixing MCCB 4- Pole as incomer and outgoing circuit MCB SP/TP, double door flush mounting type complete all as spcified and as directed.
1
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S&F energy efficient LED suspended light fitting (High bay light) with 90 Watt LED light including all holding mechanisam in floor/walls, 240 Volts, 50 Hz, luminous efficiency 120 Lumen per Watt, CRI80, PF0.9, surface mounted, decorative ultra slim square profile LED lighting fixture etc. with extruded polycarbonate environmental friendly, energy efficient ready to use pack complete with mounting bracket etc. including connecting up with 1.5 Sq.mm. 3 core flexible copper conductor cable complete all as specified and as directed.
72
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M&L for earthing complete with Galvanised Steel earth plate electrode 60cmxx60cmx6mm thick, buried directly in ground (Earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less than 1.5 metres below normal ground level, connected to GI wire 4mm dia. by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No.3 of SSR Part-I connected to earhing test point all as specified or indicated including excavation and connected earth work in hard/dense soil, PCC 1:3:6 type C1 as in pit, 20mm dia. GI pipe medium grade for watering pipe, 15mm bore GI light grade earth lead protection pipe, and 50mm thick RCC cover slab with handle, reinforced with 10mm dia. bars in both the directions, funnel, strainer, charcoal and testing on complete all as specified and as directed.
Notes:
1. Rate quoted deemed to include GI protection pipe, funnel, excavation and earth work, in soft/loose soil with PCC type C1 in bed and pit complete all as specified and as directed.
2. Earth lead up to 7.50m length is deemed to be included in the quoted rate the beyond 7.5m length will be measured and paid separately.
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EXTERNAL ELECTRIFICATION:
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Supply and lay 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 the following sizes complete all as specified and as directed.
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3½ core 35 Sq.mm.
70
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2 core 6 Sq.mm.
200
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M&L for cable route indicator made of CI disc 100mm dia., 6mm thick with inscription of HT cable 11000 Volts, fixed to MS angle of size 40x40x6mm, 750mm long with bolts & nuts, duly grouted in PCC 1:3:6 type C1 (Using 20mm grade stone aggregate) complete including necessary excavation and earth work complete all as specified and as directed.
5
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Supply and lay double walled corrugated (DWC) pipe, heavy duty, for cable protection as a guard pipe including required accessories etc., of the following sizes complete all as specified and as directed.
-
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90x75mm bore
56
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40x32mm bore
160
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AREA DRAINAGE:
-
-
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M&L for pre-cast RCC M-30 as in factory made cover slabs, set in cement mortar (1:4) including use and waste of form work complete all as specified and as directed.
70.88
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RETAINING WALL:
-
-
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Boring for bored cast-in-situ piles 500mm dia. in any type of soil/clay/ soft rock except hard rock/fractured rock using DMC (Direct Mud Circulation) method of boring and getting out and disposal of spoil out side MD land complete all as specified and as shown on drawings and as directed.
4347
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Boring for 500mm dia. bored cast in situ piles in hard rock and getting out and disposal of spoil out side MD land using DMC method (Direct Mud Circulation) complete all as specified and shown on drawings and as directed.
805
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Chipping of laitance concrete in piles above cut of level up to a maximum of 1m from cut of level and disposal to distance of exc. 1.5 km but not exc. 5 km and depositing where directed complete all as specified and as directed.
63.22
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M&L for MS pipe liner fabricated out of 6mm thick plain MS plate confirming to Fe-410 S by welding the joints, strengthening wherever required, providing stiffners, lifting hooks including all T&P required, shifting the same from position to positions required, driving in true vertical alignment in position to the required level for piles complete all as specified and as directed.
Note: MS Pipe liner shall be casted as mentioned in drawing. How ever for payment purpose, the depth of pile liner shall be measured up to cut off level only irrespective of the depth provide for retaining concrete/ bentonite slurry. The unit rate/lumsum price quoted shall be deemed to include for the above aspect.
142865.6
-
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S&F 25mm thick pre-formed compressible polyethylene closed cell type filler board for expansion joints complete all as specified and as directed.
26
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Carrying out initial load test (Vertical load) on 500mm dia. pile as per IS 2911 Part-IV, complete all as specified and as directed.
2
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Carrying out initial load test (Lateral load) on 500mm dia. pile as per IS 2911 Part-IV, complete all as specified and as directed.
2
-
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Carrying out routine load test (Vertical load) on 500mm dia. pile as per IS 2911 Part-IV, complete all as specified and as directed.
2
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Carrying out routine load test (Lateral load) on 500mm dia. pile as per IS 2911 Part-IV, complete all as specified and as directed.
2
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Carrying out low strain integrity test on cast in situ piles 500mm dia. including analysing the result as per ASTM D 5882 complete all as specified and as directed.
Note fot Item Nos.53 to 57: Test results shall be approved by the CWE. The GE shall intimate CWE before commencing the load test and the test shall be carried out in presence of the authorised representative detailed by the CWE.
322
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LIGHTNING PROTECTION:
-
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S&F single pointed air terminal aluminium rod 12mm dia. 300mm long with aluminium box plate of size of 125x125x10mm fixed over porcelain insulator and fixed on roof top complete including 40mm dia. medium grade MS pipe 300mm long and including necessary fasteners fixed for lighting protection with necessary connections to earthing etc. complete all as specified and as directed.
103
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S&F horizontal roof conductor and down conductor of size 25x3.15mm aluminium strip fixed to walls/columns/projections/roof including porcelain blocks/DMC insulator spaced at 1m interval complete all as specified and as directed.
2620
-
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S&F test point terminal block made out of gun metal or phosphorus bronze size 75x75x25mm drilled and screwed including 3 Nos. 8mm dia. 25mm long hexagonal head screws etc. complete all as specified and as directed.
19
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Supply, fix, test and commissioning of aviation lights complete all as specified and as directed. Make: Bajaj Cat. No.BGAV 302 LED or equivalent in Philips, CG
1
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M&L for sub main wiring concealed type with PVC insulated FRLS copper conductor cable unsheathed for circuit along with earth wire including PVC rigid conduit medium grade 20mm dia. with accessories complete with two runs of 2.5 Sq.mm. cable and one run of 2.5 Sq.mm. earth wire complete with colour coding and making good the disturbed area complete all as specified and as directed.
Note: Two runs of cable, one run of earth wire and one run of conduit will be measured as one unit.
20
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M&L for earthing complete with GI plate electrode 600x600mm and 6mm thick, buried directly in ground (Earth pit not less than 2.25 m deep below ground level) with top edge of the plate not less than 1.5 m below normal ground level, connected to galvanised iron earth strip 32x6mm by means of bolts, nuts, check nuts and washers of copper all as shown in electrical plate No.3 of SSR Part-I connected to earhing test point all as specified or indicated including excavation and connected earth work in hard/dense soil, PCC 1:3:6 type C1 as in pit, providing charcoal and salt in alternate layers of 15cm compacted thickness to a depth as indicated in drawing, 20mm dia. GI pipe medium grade for watering pipe, 15mm bore GI light grade earth lead protection pipe, and 50mm thick RCC cover slab with handle, reinforced with 10mm dia. bars in both the directions, funnel, strainer, charcoal and testing on complete all as specified and as directed.
Notes:
1. Rate quoted deemed to include GI protection pipe, funnel, excavation and earth work, in any type of soil with PCC type C1 in bed and pit complete all as specified and as directed.
2. Earth lead up to 7.50m length is deemed to be included in the quoted rate the beyond 7.5m length will be measured and paid separately.
19
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M&L for earth continuity conductor or main earthing lead made of galvanised iron strip 32x6mm size, fixed to wall on batten or recess or chases or burried in ground or fixed to poles or any other indicated situation including drawing through GI pipe for earthing etc. complete all as specified and as directed.
52
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