Indian Port Rail And Ropeway Corporation Limited Tender
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Indian Port Rail And Ropeway Corporation Limited - IPRCL Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date5 Feb 2024
Closing Date6 Mar 2024
Tender Amount₹ 19,52,50,000
Costs
EMD
₹ 39,05,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_IPRCL_184473_1Bid Award Id
ViewTender No
IPRCL/BBS/T/PPA_2nd BRIDGE_ATBK/142Tender Authority
Indian Port Rail And Ropeway Corporation Limited ViewPurchaser Address
-Website
http://etenders.gov.in
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Documents
BOQ Items
Girth from 900 mm to 1800 mm
20
23209
1160.49
Girth above 1800 mm
10
23775
2377.52
Cleaning and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm thickness as per technical specifications clause no 201 and direction of Engineer in charge
1.2
79979
66539
Earthwork in cutting in formation, trolley refuges, side drains, level crossing approaches, platforms, catch water drains, diversion of nallah & finishing to required dimension and slopes to obtain a neat appearance to standard profile inclusive of all labour, materials, plant & machinery, leading all cut spoils either to make spoil dumps or for filling in embankment with leads within 2 km on either side of edge of the cutting(s) including all lifts, ascent, descent, loading, unloading, bailing & pumping out water, if required, clearance of site and all other works incidental thereto for completing the work as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest updated correction slips and to the satisfaction of the Engineer-in-Charge. Note:
(i) All usable earth arising from cut spoils shall be led into bank formation and Unusable spoils shall be dumped / stacked away from toe of embankment.
(ii) All hard rock /and boulders not fit for filling will be stacked by the contractor and will be property of the Railways.
(iii)Cut trees shall be property of Railways and to be deposited in the railway godown unless specified otherwise in the Conditions of Contract.
3472
323798
93.26
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope, watering and compacting to meet requirement of table 300-2 including all materials, labour and machinery etc. and in accordance with technical specifications clause No. 305 and direction of Engineer-in-Charge. (Quantity wi be calculated as per actual work executed al site and on sectional area basis in cubic meter, volume being computed by taking initial and final levels).
20000
9060000
453
Construction of embankment with approved materials (deposited at site from roadway cutting and excavation from drain and foundation of other structures) by grading, watering and compacting lo meet requirement of table 300-2. including all materials, labour and machinery elc complete as per drawing and in accordance with technical specifications clause and directions of Engineer-in-charge. (Quantity wi be calculated as per actual work executed al site and on sectional area basis cubic meter, volume being computed by taking initial and final levels.)
310
39990
129
Providing, laying spreading and compacting of sub-grade and earthen shoulders approved material obtained from borrow pits with all lifts & leads, transporting to site, grading to required slope and compacted to meet requirement of table No. 300-2 and accordance win technical specifications cause No.305 Including all materials, labour machinery eic complete and as per direction of Engineer-In-Charge.(Quantity wil be calculated as per actual work executed at site and on sectional area basis cubic meter, volume being computed by taking initial and final levels.)
5525
4884100
884
Providing and laying Pitching with Stone Boulders, weighing not less than 35kg each with voids filled with cement sand mortar 1:4 on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications (filter media to be paid separately under the relevant item). Rate is excluding cost of cement which shall be paid extra under relevant item.
840
2302221
2740.74
Providing and laying filter materials (150 mm thick) underneath pitching slopes complete as per drawing and technical specifications clause no-2504 and direction of Engineer in charge including al materials, labour and machinery etc for embankment slope & drain (V drain between Ch:110-130) (Unit Rate is inclusive of all duties, levies, freight insurance, labour cess but Excluding GST).
420
1163097
2769.28
Turfing / planting, including all lead & lift and watering as required until properly rooted with.
Note: Initially payment of only 40% will be made. Balance 60% will be paid after 3 months of maintenance period, only if the turfing is properly rooted on entire turfed area.: Turfing with sods, 10cm thick and 20cm square closely laid.
12500
856727
6853.82
Conducting determination of California Bearing Ratio as per IS:2720
50
117129
2342.59
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 35 kg each with voids filled with spalls complete as per drawing and Technical Specification.
900
1733517
1926.13
Laying of boulder apron laid in wire crates of approved size including overlaps at joints, laid with stone boulders, all loose ends to be tied with 4mm galvanised steel wire. Payment for boulders & wire crates to be done extra.
450
247801
550.67
Supplying of stone boulders weighing not less than 35 kg each at specified bridge locations.
450
541503
1203.34
Manufacture and supplying Galvanized Wire Net Trungers made from 4mm galvanised steel wire @ 32 kg/10sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100mm x 100mm.
604
237468
393.16
Total of Sch-A
-
21655908
-
Description of Items
-
-
-
Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines.
-
-
-
All kinds of Soil
6305.8
1092984
173.33
Providing and laying Plain Cement Concrete 1:3:6 with graded stone aggregate of 40mm nominal size, in foundation and floors, retaining walls of bridges including mechanical mixing, vibrating, pumping and bailing out water where ever required with all materials and labour complete but excluding the cost of cement and shuttering as per drawings and technical specifications as directed by Engineer.
455.85
1429965
3136.9
Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item.
1888.75
6369601
3372.39
Boring, providing and installation of bored cast in-situ Reinforced Cement Concrete piles using Hydraulic piling Rig of specified diameter and length below pile cap of specified grade with Design Mix Cement Concrete, using 20mm graded crushed stone aggregate and coarse sand of approved quality, to carry a safe working load not less than specified, concreting by machine batching, machine mixing, scaffolding, using Admixture in approved proportion (as per IS:9103), placing with tremie pipe, chipping off of pile top to remove laitance concrete above cut off level etc., pumping and bailing out water complete in all respect as per approved drawing, specification and direction of the Engineer in charge. Note: 1. Payment for only cement, reinforcement shall be made extra. 2. Length of the pile for payment shall be measured up to the bottom of RCC pile Cap. 3. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item.
-
-
-
1200 mm dia
1465
13119309
8955.16
Conducting load test of a single pile up to specified capacity in accordance with IS:2911 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. with all labour, material, tool & plants, equipment, machinery, etc. complete as per drawing and specification, as directed by the Engineer.
-
-
-
Initial load test above 100 ton and up to 250 T capacity pile
1
80165
80165.51
Routine Load Test above 100 ton capacity up to 250 ton capacity pile
1
40082
40082.76
Lateral load testing of single pile in accordance with "IS Code of practice IS:2911 (Part-IV) for determining safe allowable lateral load of pile” with all labour, material, tool & plants, equipment, machinery, etc complete as per drawing and specification as directed by the
Engineer.
-
-
-
Piles with lateral load capacity of above 50 ton and up to 100 ton
1
24369
24369.58
Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge.
Note:
1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item.
2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item.
-
-
-
Abutment & Pier
389.23
1335304
3430.63
Wing wall and Return wall
892.57
3062077
3430.63
Centering and shuttering including strutting, propping etc. and removal of form for:
-
-
-
All types of bridge sub-structures, e.g. pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level.
7738
4598770
594.31
Providing Boulder Backing behind wing wall, return wall, retaining wall with hand packed boulders & cobbles with smaller size boulders toward the back including all lead, lift, labour & other incidental charges as complete work in all respect.
802.2
1222456
1523.88
Providing and laying of filter media consisting of granular materials of GW, GP, SW groups as per IS:1498 (latest) in required profile behind boulder filling of abutments, wing walls / return walls etc. above bed level with all labour and material complete job as per drawing and technical specification of RDSO Guidelines.
244
580097
2377.45
Providing and fixing Weep Holes in Abutments, Wing walls and Return walls etc.,of new bridges with 110mm dia UPVC pipe Type A ISI marked with all contractor's men, material, transportation, all taxes as per specifications and as directed by Engineer-in-Charge.
750
185355
247.14
Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for cast in-situ Prestressed (Post-tensioned) concrete girder / Box girders/Slabs for
different spans including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per drawings, specifications and
direction of the Engineer in-charge.
Note:
1. Payment for Staging, Shuttering, Cement, reinforcement, HTS cables, sheathing, anchorage cones, stressing of cables and grouting of the ducts shall be made extra under relevant items.
2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons at the stage of Mix Design and in that case deduction shall be made as per relevant item.
-
-
-
With Soffit level up to 9m above Bed level
222.81
770869
3459.76
All types of bridge super-structures, e.g. slabs, I-girders, T-girders, Box girders etc. up to 5m above ground level.
505.6
392082
775.48
Providing and fixing in position of standard preformed sealed and slab type or strip seal elastomeric type expansion joints for Railway bridge or Road Over Bridges as per approved drawings and latest MORTH/IRC specifications complete in all respect as directed by Engineer in-charge: For 80mm expansion
31.6
163713
5180.82
Providing and laying bitumen Mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen pre-coated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification).: 25 mm thick.
341
217353
637.4
Providing and laying bituminous Concrete with 100-120TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading (for grading I), premixed with bituminous binder @ 5.4 to 5.6 percent of mix and filler, transporting the hot mix to work site , laying with a hydraustatic 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 drawing and technical specification clause No.507 complete in all respects.
13.64
120966
8868.54
Providing Drainage Spouts using 100mm dia G.I. Pipe one meter lang & (260 x 260) mm M.S grating as per drawing, fabricating, fixing in position, painting with anti-corrosive/bituminous paint, including cost of all materials, staging/scaffolding, labour, machinery, all leads & lifts etc ., complete as per the direction of Engineer in charge and in accordance with technical specifications clause no.2705
10
5580
558
Construction of RCC railing of M45 Grade in-situ with 20 mm nominal size aggregate, true to line and grade. tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications clause No.2703,1500,1600 & 1700 and directions of Engineer-in-charge including all materials, labour and machinery etc (Using Batching plant, Transit Mixer, Concrete pump) including cost of HYSD (Fe550D) reinforcement.
93
163626
1759.42
RCC Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the road. approaches to bridge structures and medians constructed with M-45 grade concrete with HYSD(Fe 5500) reinforcement conforming to IRC 21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filer board keyed to the structure on which it is built and installed as per design given in the endorser to MOST circular No. RW/NH 33022/1/94-DO In dated 24 June 1994 as per dimensions in the approved drawing and al locations directed by the Engineer in Charge, all as specified including all materials, labour and etc using Batching plant. Transit Mixer. Concrete pump
62
96408
1554.98
Providing and fixing in position horizontal GI pipe of 200 mm dia for service duct in footpath including cost of all maternal, labour, loading, unloading as indicated in the drawings and technical specification or as directed by the Engineer-in-charge including all leads and lifts etc complete in al respects (Unit Rate is inclusive of all duties. taxes, levies, freight insurance, labour cess but Excluding GST).
192.48
648465
3369
Providing chemical coating applied to exposed concrete surface to protect the structure for water as well as corrosive environment as per clause no 2800 of specifications and direction of Engineer-in charge (Unit Rate is inclusive of all duties, taxes, levies, freight insurance, labour cess but Excluding GST)
-
-
-
Superstructure
1598.1
1118670
700
Substructure and pile cap
1521.77
1065239
700
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification (Unit Rate is inclusive of all duties, taxes, levies, freight Insurance, labour cess but Excluding GST)
31.6
6541
207
Baling out of water (10% of the cost of WE excavation for foundation)
1
4000
4000
Carrying out the confirmatory boring for Soll investigation by foundation as per clause 2400 of MORTH specification
1
240000
240000
Providing and laying in position machine batched, machine mixed and machine vibrated Design Mix Cement Concrete, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, of specified grade (cast in-situ) using 20mm graded crushed stone aggregate and coarse sand of approved quality in Drop and curtain wall and alike structures below bed level, complete in all respect as per drawings and technical specifications to the satisfaction of Engineer-in-Charge. Note: Payment for cement, reinforcement and shuttering shall be made extra.
879.2
2965005
3372.39
Providing & laying non pressure NP-4 Class RCC pipe with collars, jointing with 1:2 cement and ordinary sand mortar including testing of joints, but excluding earthwork with all labour and material as a complete job. Cement for mortar will be paid separately.(Pipes of 600mm dia and above will be laid using crane/hydra).: 900 mm dia
60
351615
5860.25
Driving ‘Z’ section MS sheet piles, upto 10mm thickness, side by side in all kinds of soil mechanically or manually as per directions of Engineer-in-charge and removing after the work. The rate shall include all labour, materials, tools and plants, lead and lift as per site condition including ‘Z’ section sheet pile.
Note: Measurement will be based on area covered i.e. depth of sheet pile actually driven in the earth along the trench multiplied by length of such protection along the trench
1200
1892148
1576.79
Total of Sch-B
-
43362824
-
Description of Items
-
-
-
Providing, fabricating and installing permanent casing pipe for bored piles for all diameters with specified thickness of steel plate including all labour, materials, tools & complete as per approved drawing & specifications complete in all respect as per the direction of Engineer in charge.
Note: Payment shall be made as per the weight of circular plate of casing pipe only.
93.42
9020780
96561.56
Supplying, Fabrication, assembling of all types of steel girders of specified spans with structural steel conforming to Quality "B0" Grade Designation E250 conforming to IS:2062, erection / slewing / end launching of steel girders with cranes or any other approved launching methods as per site conditions (not requiring traffic block) on substructure including provision of trolley refuges etc., complete as per approved QAP and drawings conforming to IRS-B1-2001 and other relevant codes and specifications.
note:
1. D Detailed fabrication and erection drawings & launching methodology will be prepared by the contractor and got approved from Railway.
2.The rate is all inclusive including launching in position, complete in all respect except cost of (i) Painting / Metalising; (ii) Bearings & (iii) HSFG bolts which shall be paid extra under relevant item. 3. The payment shall be made on the theoretical weight of main components and gusset plates only. 4. Payment Schedule: (i) Receipt of material at site: 40% (ii) Fabrication of girders: 20% (iii) Erection/Launching: 20%
(iv) Completion in all respects: 20%
-
-
-
Plate Girder/Semi Through Girder/Composite Girder (Steel Work)
168.8
19609008
116167.11
Extra for using steel conforming to Grade Designation E350 instead of Grade Designation E250 of Quality "B0" as per IS: 2062
168.8
598223
3543.98
Supplying, Fabricating and fixing access ladders, inspection platforms, Trolley refuges etc., on bridges with structural steel conforming to IS:2062 including welding / bolting, priming painting with one coat of ready mixed paint of Zinc Chromate (IS:104) with DFT of 25-30 microns followed by one coat of Zinc Chrome Red Oxide (IS:2074) with DFT of 25 microns with all material, labour, T&P as a complete job.
Note: Painting shall be paid separately under relevant item.
0.5
41232
82464.49
Design, supply, fitting and fixing in position true to line and level POTPTFE bearing of 300MT Capacity, consisting of a metal piston supported by a disc or un reinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel / fabricated structural steel, metal and elastomer elements complete as per IS:2062, IS:1030, AISI:304, AISI:316, IS:6911, BS:3784, IS:3400, IS:226, BS-5400, Bridge Code and as per approved drawing and Technical Specifications. The design of the bearings shall be submitted by the manufacturers / contractor and got approved from Railway before fixing. Test report after inspection of the bearings shall be submitted and got approved before the materials are lifted from the manufacturer premises.
-
-
-
POT-cum -PTFE Bearing (Free end)
5
605931
121186.22
POT Bearing-Fixed Type
6
704636
117439.4
Total of Sch-C
-
30579812
-
Description of Items
-
-
-
Supply Tor/TMT steel manufactured by SAIL/TISCON/VIZAG Steel of Fe500 confirming to IS-1786 including cutting, straightening, bending, binding & placing the grills in position for RCC works binding the grills with binding wire of 18 to 20 gauge including supply of steel, labour, materials, transportation charges, T&P, taxes, etc. all complete but excluding GST as per the direction of Engineer-in-charge. (NB: No payment shall be made for extra weight than theoretical co-efficient).
7053.64
53357824
7564.58
Providing ant-corrosive treatment to HYSD (Fe-550D) reinforcement with Fusion Bonded epoxy coating (FBEC). Proving fusion bonded epoxy coating not less than 175 microns thickness and up to 300 microns to reinforcement of all diameters as per IS 13620-1993 including testing of coating at plant The rate is inclusive of cost on account of careful handling. PVC coated binding wire instead of GI binding wire, touch up maternal supplied by coating agency, repair work, loading. unloading and straightening of bent rods etc: complete as per specification and directions of Engineer-In-Charge (Uni. Rate is inclusive of all duties, taxes, levies, freight insurance, cess butt Excluding GST). .
705.36
6636132
9408.15
Total of Sch-D
-
59993956
-
Description of Items
-
-
-
Supply of Ordinary Portland Cement 43 grade approved brands/makes
2716
20386486
7506.07
Total of Sch-E
-
20386486
-
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
195
144557
741.32
Scarifying bituminous road surface upto 50 mm depth by mechanical means and disposal of dismantled materials up to a lead of 1000 metres or at identified location, stacking serviceable and unserviceable materials separately including all labour, machineries, materials, T&P, taxes excluding GST, fuel, hire and running charges of all machineries etc. all complete as directed by Engineer-In-charge.
637.5
2307
3.62
Loosening, levelling and Compacting original ground supporting embankment/ sub grade to facilitate placement of first layer of embankment sub grade, scarified to a depth of 250 mm. mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given In Table 300-2 for embankment construction including all materials, labour and machinery etc. and in accordance with technical specifications clause no 305 and direction of Engineer In charge.
820
27060
33
(Quantity will be calculated as per actual work executed al site and on sectional area basis in cubic meter, volume being computed by taking initial and final levels).
1450
3379428
2330.64
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge: With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 .
1375
3380107
2458.26
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
5500
90035
16.37
Providing and applying primer coat by emulsion pressure distributer with bitumen emulsion on prepared surface of granular Base including brooming of road surface and cleaning the foreign materials by using air compressor before applying and spraying primer at the rate of 0.60 kg/sqm with supply of all material labour transportation hire and running charge of equipments, taxes , tollage , royalties etc all complete but excluding GST as directed by EIC (for new road work)
770
5536738
7190.57
Providing and laying 75 mm thickdense graded bituminous macadam with hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates 40 mm-25 mm @ 22%,25-10 mm @13%,10-5 mm @19%, 4.75 mm @44% and stone dust @2% of total volume of chips adding premixed with bituminous binder of VG-30 bitumen of 4% of total volume, transported to site, laid over a previously prepared surface with paver finisher with sensor control to the required grade, level and alignment and rolled by VRR to achieve the desired compaction as per clauses 501.6 and 501.7 with supply of all material labour transportation hire and running charge of equipments, taxes , tollage , royalties etc all complete but excluding GST as directed by EIC (For New work)
5500
42295
7.69
Providing and applying tack coat by emulsion pressure distributer with bitumen emulsion on prepared surface of bituminous/granular Base including brooming of road surface and cleaning the foreign materials by using air compressor before applying and spraying primer at the rate of 0.20 kg/sqm as per Clause 503 of MoSRT & H Specifications for Road & Bridge works with supply of all material labour transportation hire and running charge of equipments, taxes , tollage , royalties etc all complete but excluding GST as directed by EIC (for new road work)
275
2128340
7739.42
Providing and laying 50 mm thick dense semi dense bituminous concrete with hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates 13.2-10mm @ 20%,,10-5 mm @38%, 5 mm @40% and stone dust @2% of total volume of chips adding premixed with bituminous binder of VG-30 bitumen of 4.5% of total volume, transported to site, laid over a previously prepared surface with paver finisher with sensor control to the required grade, level and alignment and rolled by VRR to achieve the desired compaction as per clauses 501.6 and 501.7 with supply of all material labour transportation hire and running charge of equipments, taxes , tollage , royalties etc all complete but excluding GST as directed by EIC (For New work)
460
127824
277.88
RRetro reflectorised Traffic Signs:
Providing and fang of retro- reflectonsed cautionary, mandatory and informatory sign as per IRC :67 made of High Intensity Micro Prismatic prade sheeting (HIP) (Type-IV) vide clause 801.3. fixed over aluminium sheeting. 1.5 mm thick supported on a mild steel angle non post 75 mm x 75 mm ? 6 mm and height of 2.1m (from top level of shoulder to bottom edge of sign) firmly fied to the ground by means of property designed foundation with M15 grade cement concrete 45 cm ? 45 cm ? 60 cm 60 cm below ground level including all materials, labour and machinery etc as per approved drawing and technical specification ci. no 801. The work includes cost of excavation, providing & laying concrete M15 in foundation, backfilling, etc
-
-
-
60 cm circular mandatory/regulatory signs (No overtaking, No parking & No stopping, Speed Limit, Compulsory direction etc)
8
42908
5363.6
60 cm equilateral triangle Cautionary/warning signs (left/right turn etc)
4
15734
3933.6
Direction and Place Identification Signs with size more than 0.9 sqm size Board:
Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grace sheeting (HIP) (Type-IV) vide clause 801.3, fixed over aluminium sheeting. 2 mm thick with area exceeding 0.9 sam supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. and height of 2. 1m (from top level of shoulder to bottom edge of sign) firmly fixed to the ground by means of properly designed foundation with M 15 grade cent concrete 45 cm x 45 cm ? 60 cm, 60 cm below ground level as per approved drawing Including al material’s labour and machinery etc and as per technical specification cl. no 801. The work includes cost of Lettering and arrow marks on sign board to be provided separately as per actual requirement excavation, providing & laying concrete M15 in foundation, backfilling complete for the correction and place identification sign board
2
46900
23450
Panting Two Coats on New Concrete Surfaces: Painting two coats after filling the surface with synthetic enamel paint of approved brand and manufacture in all shades on new plastered concrete surfaces including al materials, labour and machinery etc and as per technical specification dl. no 803 and directions of Engineer-in-charge
368.39
29839
81
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 holes supply of all materials, T&P, labour, Hire and running charges, of all machineries, safety measures, taxes excluding GST etc., all complete as directed by Engineer-In-Charge.
1648.4
618908
375.46
Type - A "W" : Metal Beam Crash Barrier. Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level , fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS: 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per technical specification clause no 811 and directions of Engineer-in-charge. The work Includes full compensation for fumishing of labour, materials, tools, equipment. and excavation & back filling performed labour cess for but construction.
488
1531514
3138.35
Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329:
-
-
-
200 mm dia Ductile Iron Class K-7 pipes
500
706800
1413.6
450 mm dia Ductile Iron Class K-7 pipes
350
1416625
4047.5
Total of Sch-F
-
19267925
-
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