Indian Port Rail And Ropeway Corporation Limited Tender
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Indian Port Rail And Ropeway Corporation Limited - IPRCL Tender
Eprocure
Opening Date23 Jul 2021
Closing Date23 Aug 2021
Tender Amount₹ 25,85,82,701
Costs
EMD
Refer DocumentsDocument Cost
₹ 22,400Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_IPRCL_82784_1Bid Award Id
ViewTender No
IPRCL/BBS/PROJECT/ROB/MCHPTender Authority
Indian Port Rail And Ropeway Corporation Limited ViewPurchaser Address
-Website
http://etenders.gov.in
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Documents
Construction of a Road cum Flyover crossing the BOT rail tracks to have unobstructed access to the MCHP areas.
BOQ Items
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Earthwork in excavation by mechanical means (Hydraulic excavator) in cutting, in formation, trolley refuges, side drains, yard drains, catch water drains, etc. including leading usable cut spoils up to 200 M and making formation in filling (as detailed in item no. 1001) using the cut spoils, site clearances, setting out and demarcation, disposing off surplus unusable cut spoils as per directions of the engineer, and top and side dressing and compaction of cutting formation to provide final formation as per designed profile. The rate shall include compaction of cutting formation and initial compaction of sub-soil where cut-spoils are used in filling. The rate shall not include cutting of trees with girth above 30 cm and compaction of cut spoils in filling, which shall be paid separately.
Note- (1) Rock spoils such as stones, boulders, pebbles, gravels etc available from excavation, if are found suitable for use in works as per required specifications even after modifications etc., can be used free of cost but the legally payable royalty and taxes are to be paid by the contractor to the concerned authorities.
(2) Payment for earthwork in excavation for pucca drains shall not be payable under this item and the same shall be paid under item no. 7005.
-
-
-
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Soil excluding rock.
163
-
169.65
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Incremental rate for every Km or part thereof over item 1002 for leading cut spoils beyond 200 M for making formation in filing.
50
-
13.84
... More
Earthwork in excavation manually in formation, side drains etc., in the alignment including leading usable cut spoils up to 200M and making formation in filling using the cut spoils, site clearances, setting out and demarcation, disposing off surplus unusable cut spoils as per directions of the Engineer and top and side dressing to provide final formation as per designed profile. The rate shall not include cutting of trees with girth above 30CM and compaction, which shall be paid separately.
864
-
265.2
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Mechanical Compaction of Earth and Blanket materials in layers of about 30 CM (or more or less) in loose state using vibratory compactor (of adequate capacity) so as to achieve compaction as per RDSO Guidelines and Specification for Design of Formation for Heavy Axle Load – Nov 2009. Minimum EV2 Criteria as mentioned in the guidelines is not applicable. Note: The payment for compaction shall be based on the computed quantity of earth work/blanket work from the cross sections. The payment, however, will be restricted only to the approved design profiles furnished by the Engineer; or the actual quantity executed whichever is less.
36377
-
26.91
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Turfing / planting, including all lead and lift, and watering as required until properly rooted, with. Note - Initially payment of only 40% will be made. Balance 60% will be paid only after 3 months of maintenance period if the turfing is properly rooted.
-
-
-
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Turfing with planted doob grass
-
-
59.19
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Cutting down trees and uprooting of roots including transporting the wood to nearby railway store or forest godown as per direction of the engineer.
Note: (i) Cutting of trees with girth less than 30 cm and their clearance is covered under item No. 1001 & 1002. Girth will be measured at a height of 1 M above ground level. (ii) Contractor will arrange necessary forest clearance on behalf of IPRCL before cutting/felling trees.
-
-
-
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Girth above 30 CM and up to 60 CM
3
-
124.8
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Girth above 60 CM and up to 90 CM
-
-
305.18
... More
Girth above 90 CM and up to 180 CM
-
-
760.5
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Girth above 180 CM and up to 270 CM
-
-
1558.05
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Filling suitable, well graded contractor's fine sand of approved quality in weak formation, in layers not exceeding 600 mm depth in loose state, in the entire width of the formation in cutting, below or above natural ground level, or as directed to dimension and slopes shown in cross section sheets or as directed by the Engineer. Compaction upto the required relative density (min.70% of the relative density obtained as per IS: 2720 pt.IV-1983). Vibratory Roller shall be used to compaction of sand, the cost of which is inclusive in this item.
915
-
980.85
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Providing barricading with the help of fencing along the running track where the work is to be done in close vicinity of the track. The fencing shall be minimum 1.5m high with MS angle posts 1.8 m height of size 50 x 50 x 6mm provided with hooks etc. placed every 2.0m apart, embedded in cement concrete (1:2:4 ) blocks of size 0.23 x 0.23 x 0.23M and every 15th post (or nearer, if there is abrupt change of ground slope), last but one end post and corner post shall be strutted on both sides and end post one side only and struts embedded in cement concrete (1:2:4) block of size 0.23x0.23x0.23 M, provided with 5 horizontal lines and two diagonals of G.I. barbed wire 9.38 kg/100m (min) between the two posts fitted and fixed with G.I. staples driven into the posts including 2 bands(red and white) 300 mm long shall be painted with water bound paints on the ballies from top and two bands (100 mm apart) of yellow illumimous tap of width 50 mm shall be pasted on top white band. The rate includes cost of all materials including cement. After execution of all works requiring safety fencing in particular stretch, the fencing shall be removed with the approval of the Engineer-in-charge and formation shall be repaired to its profile and released materials will be contractor’s property.
400
-
509.92
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Maintaining including watch & ward and repairs of the barricading provided as per item no. 1016 including cost of all contractors’ men, materials, tools and plants required in this regard. Note: The payment will be made for the length maintained during the month at the rate mentioned here till the barricading is required to be maintained at site as per directions of the Engineer. However, a deduction of double the rate mentioned here shall be made for a km, if any length of barricading is found to be missing/damaged/in-effective in that km, before the Engineer has directed for its removal.
400
-
5.27
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Conducting test for determination of California Bearing Ratio as per IS: 2720
50
-
3369.6
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Total for SCHEDULE No. 1 (Carried forward to Summary)
-
-
-
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Description of Item
-
-
-
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Earth work in excavation in foundation of bridges to desired profile including backfilling, compaction of back fill, and disposal of surplus earth as per directions of the Engineer.
-
-
-
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Soil excluding rock.
17734
-
294.45
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Extra over item 2001(a) for quantities of works, executed in or under water and/or liquid mud/under foul position including pumping out water as required.
Note:
1. All excavations in foundations shall be paid for as “dry”, except such as is actually below sub-soil water level and requiring continuous bailing or pumping. The contractor will be responsible that no work in excavation at the increased rate for wet‖ excavation is commenced, until the work has been inspected by the Engineer or the Authorised representative of the Engineer, and approval obtained stating the point from which the wet‖ excavation commences.
2. The rate for dry excavation includes seepage water standing up to a maximum of 15 cm in depth in 3 hours when work is not in progress. The rate for wet excavation includes the cost of pumping or bailing out water with the contractor‘s tools, plants, fuel and labour.
200
-
58.89
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Providing and laying M 10 cement concrete in foundation and floor using well graded stone aggregate of 40 MM nominal size.
1095
-
2486.25
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Providing and laying design mix control concrete M20/M25 in piers, retaining walls, wing walls, return walls, bottom/top plug of wells and protection work etc. using well graded stone aggregate of 40 MM/20 MM nominal size.
7539
-
4666.35
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Providing and laying Design mix control concrete M25/M30/M35/M40 in cast-in-situ RCC works of raft, pile cap, pier, abutment, well steining, RCC well kerb, well cap, pier cap, Jacketing, dirt wall, return wall, wing wall, fly wing wall, retaining wall, approach slab, foot path slab, wearing course, ballast retainers, RCC railing, inspection platform, pedestal, boxes and other miscellaneous works using well graded stone aggregate of 20 MM nominal size. Note: Extra @ 32% of the rate for concreting done for the jacketing work under this item shall be payable and shall deem to include cost of surface preparation, drilling of holes, insertion of dowel bars and grouting of holes etc. required for the work but exclude cost of dowel bars which shall be payable separately under relevant BOQ item.
2022
-
5660.85
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Providing and laying 40 MM expansion joint as per RDSO drawing No. B-1757R.
25
-
15057.71
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Extra for laying concrete in or under water and/or liquid mud/under foul position including cost of pumping or bailing out water and removing slush etc complete.
Note: The quantity will be calculated by multiplying the depth measured from the sub-soil water level up to centre of gravity of concrete under sub-soil water level with quantity of concrete in cum executed under sub-soil water. The depth of centre of gravity shall be reckoned correct to 0.1m, 0.05m or more shall be taken as 0.1m and less than 0.05m ignored.
50
-
264.23
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Providing and laying dry stone backing behind abutments, wing walls, return walls, RCC boxes with stones not less than 15 CM in any direction and not less than 15 KG (except smaller boulders required for filling voids) in weight.
270
-
1100
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Providing and laying backfill material behind boulder filling of abutments, wing walls, return walls consisting of granular materials of GW, GP, SW groups as per IS 1498-1970 in required profile .
200
-
571.59
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Providing and laying 300 MM thick dry stone pitching in flooring, exposed slopes, etc. with boulders of not less than 30 KG each in weight, hand packed with surface levelled off to the correct section with hammer dressing as necessary including filling the gaps with quarry spalls.
-
-
1187.49
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Providing two coats of coal tar epoxy of 150 to 200 microns on R.C.C. substructures of bridges by roller or by airless spray after surface preparation.
1914
-
208.65
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Providing and fixing bridge plaque (750 MM base, 720 MM height triangular section with 400 MM thickness) on both sides of parapet using cement concrete of specified mix including engraving bridge number, direction of flow and other details including painting the letters with enamel paint of black colour of approved quality with white back ground as per standards of railway as directed by the engineer.
2
-
282.75
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Boring in all soils except hard rock and big boulder and providing & installing reinforced cement concrete cast-in-situ bored piles in M30/M35 design mix control concrete using well graded stone aggregate of 20 MM including boring in all kinds of soil, boulders and gravels (length of pile for payment shall be measured up to the bottom of pile cap. No payment shall be made for boring and concreting from ground level to bottom of pile cap level.) Boring in hard rock and big boulder larger than 30cm depth shall be paid as per the item 2023.
-
-
-
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1200 MM dia pile
1200
-
9241.05
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Conducting load testing on single pile or on separate test pile in accordance with IS: 2911(Part IV) including installation of loading platform, kentledge, preparation of pile head, construction and dismantling of test cap, etc.
Note:
Boring and installing of test piles shall be paid under item No.2022.
-
-
-
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Initial vertical load test.
2
-
592926.75
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Routine test.
2
-
132503.47
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Non destructive integrity testing of cast -in- situ piles of 1200mm dia as per specifications and submitting reports in the approval format.
2
-
2831.4
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Supplying and filling sand in well/Box Culvert etc of approved quality in layers of 300 MM including watering, ramming.
280
-
967.2
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Providing and fixing of 100 MM dia PVC pipe for weep holes in abutments, wing walls, return walls, face wall, retaining wall etc at suitable intervals as directed by the Engineer-in-charge.
109
-
266.17
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Conducting lateral load testing on single pile or on separate test pile in accordance with IS: 2911(Part IV) with all labour, material, tool & plants, equipment, machinery etc. complete as per drawing and specification as directed by Engineer
2
-
80371.2
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Exploratory drilling of Boreholes down to required depth up to 50 M, drilling of 150mm diameter boreholes in all type of soils except hard rock and large boulders (boulder core more than 30 cm), including refilling and reinstating surface, and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion / chiselling tool for advancing through occasional seams of hard strata to be employed, where necessary in Dry area. The rates include taking out samples and conducting all tests as per requirement of relevant IS codes and preparation of final report giving complete and comprehensive record of investigations, laboratory reports and calculations in approved format. The report shall include recommended foundation type for each important and major/minor bridge along with reasons.
60
-
1920.75
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Total for SCHEDULE No.2A (Carried forward to Summary)
-
-
-
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Description of Item
-
-
-
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Supply and installing Casing pipe of MS sheet for bored piles as directed by the engineer.
-
-
-
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For 1200 MM dia pile (MS sheet 8mm thick)
400
-
18818.48
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Providing trolley/men refuges, inspection ladder, hand railing, other miscellaneous components made of GI pipe/structural steel conforming to IS: 226 bolted/welded construction including fixing on bridges as per drawing and painting with one primer coat of red lead paint conforming to IS: 102 or zinc chromate paint conforming to IS:104 (with total DFT of 160 microns). Work shall be carried out as per I.S. 800.
0.4
-
114887.17
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Manufacturing, transportation, supply and stacking at bridge site of welded type for ROB girder of different spans as per approved drawing and specification complete with bearings and supply of field rivets/turn bolts, nuts washers required to assemble the girder at site including painting of girders with one coat of ready mixed paint zinc chrome priming IS-104 followed by one coat of ready mixed paint red oxide Zinc Chrome priming paint to IS-2074 followed by one coat of paint red oxide IS-123 with contractors own steel, labour, tools, plants, temporary arrangement and all consumables stores required for the work, transporting the girder to site, unloading and stacking the girders at the bridge site. Note:- POT-PTFE bearings will be used for the work. No extra payment will be made for the same. Rate of POT-PTFE bearing are inclusive the rate of item no.NS Item No.1 (i) Fabrication steel shall confirm to RDSO's letter No. CBS/Steel, dt.05.06.1987 as IS-2062(250) fully skilled and fully normalized. (ii) Steel plate girder will be inspected and checked by the competent authority/ Railway official. (iii) No deduction will be made for the holes and also no extra payment will be made for the rivets, bolts, welds.
285
-
80828.67
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(iv) The fabrication at site is not allowed. The fabrication of girder component is to be done at RDSO approved factory: The Stage payment will be made as follows (Table no.o1):
-
-
-
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(i)
-
-
-
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(ii)
-
-
-
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(iii)
-
-
-
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Notes :
-
-
-
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(a)
-
-
-
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(b)
-
-
-
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Balance Stages of payment as per Table no.2 below
-
-
-
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(i)
-
-
-
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(ii)
-
-
-
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(iii)
-
-
-
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(iv)
-
-
-
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Notes :
-
-
-
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Assembling, riveting and launching of steel components for bridge girders of different span at site to perfect spacing, level and alignment, fitting of bracings and gusset plates and riveting as per drawing and specification with contractors own labour, tools, plants and consumables stores, equipments, bolts ,nuts, washers , drills etc. of approved brand including all leads, lifts , ascends, descends required for successful completion of entire work application of one coat of ready mix paint red oxide IS 123. i) Mode of payment 85% of rate shall be made on completion of riveting, launching and complete erection with drills and service bolts in position with lowering and placing of girder in position, 10 % of rates shall be made on testing and replacing of loose rivets, placing of girders on bearings, painting etc.complete in all respect, 5 % balance shall be made after final approval of railway and succesful completion of work. ii) The Contractor shall submit a scheme of methodology for launching of girder along with necessary calculation whatever require for approval, of Railway. iii) Temporary supports if any required for the launching purpose shall be erected after the approval of railway, nothing extra shall be payable on this account. iv) The Contractor shall take all safety precautions that will be necessary in consultation with Engineer incharge as per extent role / guidelines. Nothing extra shall be payable on this account. v) Not withstanding above the Contractor shall be fully responsible for any mischap that may occur as a result of negligent working. vi) Contractor has to take every precautionary measure for safety of running trains during and after launching of girders.
285
-
17116.86
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Total for SCHEDULE No.2B (Carried forward to Summary)
-
-
-
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Description of Item
-
-
-
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Supplying TMT Fe-500/Fe-500D* reinforcement steel conforming to IS:1786-1985 including decoiling, straightening, cutting, bending, placing in position, binding with 1MM dia GI binding wire. Note :
1. Reinforcement, shall be measured in length for different diameters used in the works and then paid as per standard weights as per IS 1732. Wastages, overlaps, coupling, welded joints, space bars, chairs and binding wire shall not be measured and cost of these items shall be deemed to be included in the rates. 2. * For seismic zone III, IV & V, only TMT Fe-500D steel shall be used. 3. Payment will be made on completion of scope of the item and the same is not linked to concreting.
998
-
59050.85
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Total for SCHEDULE No.2C (Carried forward to Summary)
-
-
-
... More
Description of Item
-
-
-
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Scarifying metalled road surface including disposal of rubbish.
500
-
11.8
... More
Dismantling work including removal and disposal of dismantled material outside railway boundary as directed by the Engineer. Dismantled material will be removed by the contractor at his own cost and the same will become the property of the contractor.
Note: Measurement will be done before dismantling the structure.
-
-
-
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Water bound macadam/Bituminous road
100
-
366.6
... More
Cement concrete
432
-
591.83
... More
R.C.C. work
50
-
866.78
... More
Brick work/stone work
50
-
548.93
... More
Dismantling AC sheet roofing and taking away dismantled materials as property of the contractor.
-
-
-7.41
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TOTAL VALUE FOR SCHEDULE No.7A (Carried forward to summary)
-
-
-
... More
Description of Item
-
-
-
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Supply of 43 grade cement OPC conforming to IS: 8112 with latest amendments and using the same in the work as per IPRCL's approved mix design as per RVNL's prescribed rates of consumption including all lead lift, labour, loading unloading, ascent, descent, crossing of Railway lines(s), royalty, taxes, transport (contractor's own), tools and plant complete.
97830
-
284.09
... More
Supply of 53 grade cement OPC conforming to IS: 12269 with latest amendments and using the same in the work as per IPRCL's approved mix design as per RVNL's prescribed rates of consumption including all lead lift, labour, loading unloading, ascent, descent, crossing of Railway lines(s), royalty, taxes, transport (contractor's own), tools and plant complete.
-
-
333.95
... More
TOTAL VALUE FOR SCHEDULE No.8 (Carried forward to summary)
-
-
-
... More
Description of Item
-
-
-
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Providing Road Vehicle mentioned below for the use of Engineer/Employer as per the Conditions mentioned in Clause 3.4.2 & 3.4.3 of Chapter 3 (Site Facilities for the Employer and the Engineer) of Section 5 Work's Requirement) of Tender Documents.
-
-
-
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BOLERO, SCORPIO, ERTIGA, MARAZZO or similar (Not older than one year)
24
-
63032.77
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Extra for running and maintenance of every additional km over and above 4000 kms as specified in item 9003 (d)
24000
-
13.65
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TOTAL VALUE FOR SCHEDULE No.9 (Carried forward to summary)
-
-
-
... More
Description of Item
-
-
-
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GRANULAR BASE COURSE AND SUB-BASE
-
-
-
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Construction of granular sub-base by providing close graded material (Grading l), mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, all complete as per Technical specifications and as directed by the Engineer-in-charge.( Morth Specification 401 )
9722
-
1955.73
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.( Morth Specification 406 )
1237
-
2025.36
... More
BITUMINOUS COURSE
-
-
-
... More
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.( Morth Specification 502 )
5500
-
24.68
... More
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.6 kg per sqm on concrete surface treated with primer cleaned with mechanical broom all complete as per Technical specifications and as directed by the Engineer-in-charge.( Morth Specification 503 )
5500
-
10.58
... More
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared nominal bituminous surface cleaned with mechanical broom all complete as per Technical specifications and as directed by the Engineer-in-charge.( Morth Specification 503)
5500
-
8.81
... More
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.
422
-
6742.37
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Providing and laying bituminous concrete Grading II with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.
198
-
7527.66
... More
TRAFFIC SIGNs, ROAD MARKING AND OTHER APPURTENANCES
-
-
-
... More
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sin as per IRC -67 made of high intensity grade sheeting vide clause 801.3 fixed over Aluminium sheeting, 1.5 mm thick supported on mild steel angle iron post 75 mmm x 75 mm x 6 mm firmly fixed to the ground by means of properly desiogned foundation with M15 Grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing all complete as per technical specification and as directed y Engineer incharge.
-
-
-
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(i) 90 cm equilateral triangle
3
-
2879.39
... More
(ii) 90cm octagon
3
-
4264
... More
(iii)75 cm x 60 cm rectangular
3
-
2724.27
... More
(iv) 80 cm x 60 cm rectangular
3
-
3439.05
... More
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holesall complete as per Technical specifications and as directed by the Engineer-in-charge.
-
-
-
... More
(i) Lane, Centreline, Edge and other marking along strips
235
-
238.85
... More
Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973
100
-
202.71
... More
ELECTRICAL WORKS
-
-
-
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Supplying,High pressure sodium vapour street lighting fitting die cast aluminium canopy with aluminium housing for control gear, finished stove enamel gray glassy white canopy interior with pair of anodised aluminium reflectors clear acrylic bowl, gasket lining for drip inset resistance,duly wired with porcelain holder, heavy duty copper wound ballast, igniter and HPF condenser including a mercury vapour lamp
-
-
-
... More
(i) 250W high pressure Sodium Vapour Lamp of philips /Bajaj or Equivalent make of material as per IS standards.
25
-
4406.78
... More
Supply and erection of Steel tubular poles with one side arm/ both side arm bracket of specified length including accessories and incidentals as given below a) Sole Plate at bottom. b) Earthing arrangement as per IS Rule with 20mm dia x2m long G.I. earthing rod and 8SWG G.I Wire of 2 in a set. c) Junction box with terminal block and fuse Protection for Luminaries circuit with gasket. Railway Type locking, 440 V Statutoty Notice Board. d) 2x 1C x2.5 sq.mm. PVC insulated copper wire +1No. 1sq.mm. PVC insulated Cu wire from junction box to luminaries. e) Muffing of 300 mm above ground including 3mm thick heat cement finish (6:3:1). f) Providing Suitable class 'B' G.I.pipe with long bend for passage of cable up to cable looping box. g) identification working in Block letters or Digits (40 mm size) one alphabet and 3 nos . in Black Japan Paint withing circle. h) The cost to include for 10mm M.S.Base plate and 4 no.holding down J bolts:transportation cost of carriage of pole anywhere in the project area ,rate to include for multiple handling. j) All steel parts to be painted with an approved coat of anti-corrosive primer and 2 coats of aluminium
-
-
-
... More
(i) 9 mtr. Pole (Double arm pole)
25
-
26440.68
... More
Supply, erection, testing and commissioning of 30 mts. High Mast Flood Light Towers (HMFLT) conforming ot specification and consisting of accessories given below:- Head Frame Moveable Lantern Carriage Double drum winch 6mm dia 306 grade SS Hoisting rope of 7/19 strands. Trailing cable 5 core x 2.5mm , 1100V grade, One No. per Mast Foundation bolts, nuts and washers Anchor plate and template Lighting finial Twin dome aviation light (LED type) 3 phase Power tool (Integral) Feeder Pillar.
1
-
491796.61
... More
Construction of civil foundation considering SBC at site as 10 T/sq mtr.
1
-
163932.2
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Construction of Reinforced earth (RE)Wall (designed for 100 years life) which includes designs, detailed drawings, procurement of all the required material for concrete (M35 grade) for panels/blocks for facia , required reinforcement, all necessary accessories, geotextile material for wrapping the reinforced soil layers and drain pipe, all required machinary, labour, form work, supervision, quality checks, coordinating wall construction with soil filling behind walls ( as per reinforced soil wall approved design and drawing ), defect liability period, all leads , lifts and temporary form work if necessary complete for finished item of work for different ranges of heights (2.0m increments) in accordance with MORTH specification 1500,1600,1700 ,2200 & 3100 for materials, construction and quality (excluding foundation block/pad & ground improvement, fill material/ compaction etc..)in the Height range. Note - (1) The design of reinforced earth (RE) wall shall have to be got approved by IPRCL prior to execution.
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-
-
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0-2.0 m Height
360
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3316.54
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2.0 m-4.0 m Height
660
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3316.54
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4.0 m-6.0 m Height
1000
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3684.95
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6.0 m -8.0 m Height
1960
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4231.39
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8.0 m-10.0 m Height
1980
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4231.39
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TOTAL VALUE FOR SCHEDULE No.11 (Carried forward to summary) =
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