Highways Department Tender
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Highways Department Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date11 Mar 2024
Closing Date26 Apr 2024
Tender Amount₹ 64,50,00,000
Costs
EMD
₹ 32,35,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of High Level Bridge Across Cauvery River
Description
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Contact
Tender Id
2024_HWAY_446572_1Bid Award Id
ViewTender No
TN.No.62/2023-24Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Providing and driving in position permanet M.S liner including cost and conveyance to the site and fabrication charges and tools and plants and driving M.S 6mm thick liner to be left peramnently with the pile shaft as per the requirement and as per the specifications and placing from the bottom with all leads and lifts using 6mm M.S sheet etc., complete
81
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Reinforced cement concrete cast-in-situ bored piles of 1200 mm diameter M-35 grade Design Mix using 20mm ISS size graded HBG metal with minimum cement content of 400kg per cu.m maximum water cement ratio of 0.4 and slump of 150 - 200mm by tremie concreting including cost and conveyance of all materials to site excluding cost and fabrication of steel including placing of reinforcement in position, concreting, including all labour charges for driving or boring, mobilisation of piling equipment and other accesssories required for driving the pile, cost of Bentonite solution and the temporary liners, chiselling and including forming of working platform over the river bed for accommodating piling eqipments including working platform, cost of test piles both initial and routine test for vertical loads and horizontal loads, forming approaches to the working platform, mixing concrete, filling it in position, compacting, cutting of pile head to cut off level for the casting the pile caps, including diversion of water course if necessary and all other incidental charges tec., complete as per standard specifications etc., complete for PILES UNDER ABUTMENTS,WINGS & PIERS.
1654
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Vibrated Cement Concrete of grade M-15, Nominal Mix, 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for LEVELLING COURSE BELOW PILE CAP UNDER ABUTMENTS, WINGS AND PIERS
72
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Vibrated reinforced cement concrete M35 grade Design Mix, using 20 mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site excluding cost and fabrication of steel but including placing in position, form work and centering ,soft water, labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at depth, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for PILE CAPS UNDER ABUTMENTS, RETURN WALLS AND PIERS.
1759
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Vibrated reinforced cement concrete M-35 Grade, Design Mix, using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site excluding cost and fabrication of steel but including placing in position, form work and centering, soft water, labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for ABUTMENTS AND RETURN WALLS.
394
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Vibrated reinforced cement concrete M-35 Grade, Design Mix, using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site excluding cost and fabrication of steel but including form work and centering, soft water, labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for BED BLOCK CUM DIRT WALL OVER ABUTMENTS.
83
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Vibrated reinforced cement concrete M35 grade, Design Mix, using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for Wall type piers
784
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Vibrated reinforced cement concrete M35 (Design mix) using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site excluding cost and fabrication of steel but including form work and centering, soft water, labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for CAPPING BEAM OVER PIER.
1047
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Vibrated reinforced cement concrete M50 (Design mix) using 20mm ISS Graded metal, including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing transporting,laying,curing concrete,working at heights,soft water,hire charges for tools and plants,including all oter incidental charges,etc., complete for PEDESTALS OVER BED BLOCKS AND PIER CAP
61
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Prestressed pre cast -Post Tensioned Girders - Vibrated reinforced cement Concrete of grade M50 (Design Mix ) using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site but excluding cost and fabrication of reinforcement steel and high tensile strand cables but including form work and centering, soft water, labour charges for mixing, Casting, Steme Curing ,stacking at Stock yard , transporting the Pre cast Girder to the site , placing it in line and level (Launching)as per drawing, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for PSC-I-Girder.
3465
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Vibrated reinforced cement concrete M-40, Grade, Design Mix using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site excluding cost and fabrication of steel reinforcement but including form work and centering, soft water, labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for End Diaphragms and Deck Slab
2641
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Vibrated reinforced Concrete M-30, Grade, Design Mix, using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site excluding cost and fabrication of steel reinforcement but including labour charges for mixing, transporting, laying, and curing concrete,working at heights,hire charges for tools and plants,including all other incidental charges,etc, complete for RCC HAND RAILS AND POSTS OVER DECK SLAB.
545
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Vibrated Reinforced Cement Concrete M-40, Grade, Design Mix, using 20 mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc.,, complete for RCC CRASH BARRIERS OVER DECK SLAB.
314
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Providing and fixing of Galvinised Iron drainage spouts 100mm dia as per MoRTH drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete.
96
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Supply and fixing of High Quality of PVC pipes of 160mm dia. Including cost and conveyance of pipes to the site and fixing in position to prpoer grade and level, including labour charages for fixing and including all other incidental charges etc complete., for proving utility services in footpaths.
1658
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Vibrated Cement Concrete M15, Grade, Nominal Mix, 1:2:4 using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site, including cost of formwork,lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB AND FOOTPATH RAMP.
15
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Vibrated Reinforced Cement Concrete M-30, Grade, Design Mix, using 20mm ISS graded hard granite broken metal including cost and conveyance of all materials to site excluding cost and fabrication of steel reinforcement but including cost of form work, labour charges for mixing, laying, curing concrete, working at heights,hire charges for tools and plants, including all other incidental chages etc., complete for APPROACH SLABS AND FOOTPATH
317
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Supplying and installation of STRIP SEAL EXPANSION joint system conforming to specifications for Road and Bridge Works-V Revision; Published by MoRTH in the 40mm wide expansion gap provided in between decks over piers and in between deck and dirt wall over abutment with fatigue tested structural steel section at the nosing and anchorage assembly, including cost and conveyance of all materials, cost of testing as per the MoRTH specifications, including labour, equipment and incidental charges for fixing the joints complete in all respects, as per specifications.
302
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Providing and fixing seepage pipes of 100mm dia. PVC pipes of requied lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arangements with 100mm size broken ganite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN BETWEEN THE ABUTMENTS AND WINGS, -
344
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Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MoRTH Vth Revision specifications for Roads and Bridges " Cl. 309-3-2-13 and 305 -4-4 etc., complete.
285
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Filling behind Abutments and wings with clean gritty gravel With Pie Value More than 40 including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc,complete.
1172
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Providing and laying Tack coat over CC surface using 3.00 kg. of Bitumen Emulsion per 10 sqm. for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 503 of MORTH Rev-5
8289
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Providing and laying 25mm thick Mastic Asphalt wearing Course with paving grade bitumen melting the requirement given in table 500-29, prepared by using mastic cooker and slope after cleaning the surface including anti skid surface with bitumen percolated fine grained hard stone clipping of 10cm center to center in both directions pressed in to surface when the temperature of surface is not less than 10 centigrade protruding 1mm to 4mm over mastic surface all complete as per MORTH Rev-5.
8289
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Providing and laying Bitumen concrete to 40mm using 0.13 Cubic Metre of 19.00- 9.5mm, 0.17 Cubic Metre of 9.50-2.36mm and below and with 50.30kgs of VG40 bitumen for premixing per 10 sqm including cost ansd conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix palnt 20 - 30 ton capacity , conveying the mix by tipper trucks to paver site spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross section and consolidate mby 8-10 tonne vibratory / pneumatic roller to the required density etc., including labour for attending to paver to site etc., including hire charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver finisher / 9m paver finisher, vibratory / pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORT&H-Vth revision.
332
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Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500, conforming to IS:1786-1985, steel required for all RCC items of works involved in the schedule including cost and conveyance of steel to site, fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlaping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete,Fe-500 grade as per standard specification
1400
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Supply and fabrication of S-240 steel required for all RCC items of works involved in the schedule including cost and conveyance of steel to site, fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings,including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc,complete, S-240 grade as per standard specification
35
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Supply and fabrication of High Tensile steel cables required for all PSC items of works involved in the schedule Design and execution of post tensioning work, including decoiling, the strands, cutting to the required lengths, supplying, laying of HT strands sheathing (GI corrugated ducts 0.3mm thick) jointing with couplers and inserting the strands, profiling, fixing liveend anchorages, including supply of stressing anchorages, suitable for 5-5 & 5-4 tendons, grout vents, making dead end anchorages, including flowering the strands, fixing tendon support bars, supervising the fixing of antibursting reinforcement, stressing the cables, end trimming, grouting the cables, with cement slurry, mixed with admixtures with required tools, plants, and machineries, and consumables etc.(Shuttering, concreting & reinforcement steel shall be paid under respective items) at all heights including all leads, lifts, etc. Rate to include providing water, power, cement and admixture for grouting, packing of sheathing and anchorages blockings, filling of recess pockets after stressing using grouts (cement slurry mixed with approved admixtures) including providing access to post tensioning at all heights including all leads, lifts etc., all complete and as approved and as directed by theEngineer but excluding cost of shuttering, concreting & reinforcement steel
206
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Supply, fitting and fixing in position true to line and level POT-PTFE 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 departmental officers for Fixed
32
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Supply, fitting and fixing in position true to line and level POT-PTFE 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 departmental officers for Longitudinal Movement
32
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Supply, fitting and fixing in position true to line and level POT-PTFE 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 departmental officers for Transverse Movement
64
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Design, supply, fitting and fixing in position true to line and level POT-PTFE 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 departmental officers for Free Movement
64
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FORMING APPROACHROAD
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Forming embankment with Gravel having a CBR minimum value of 8 including cost and conveyance to site spreading in layers of thickness not exceeding 200mm compacted thickness, sectioning, ramming and watering and compacting by power roller and the surface to the required transverse and longitudiinal cambar profile and including all other incidental charges labour charges complete including hire and machinary charges for power roller, water sprinkler and all other tools and plants etc., subgrade filling for formation of approaches. 95% Compaction
19143
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Forming embankment with Gravel having a CBR minimum value of 8 including cost and conveyance to site spreading in layers of thickness not exceeding 200mm compacted thickness, sectioning, ramming and watering and compacting by power roller and the surface to the required transverse and longitudiinal cambar profile and including all other incidental charges labour charges complete including hire and machinary charges for power roller, water sprinkler in all other tools and plants etc., subgrade filling for formation of approaches. 97% Compaction
2327
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Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MoRTH V th specifications for Roads and Bridges " Fourth Revision Cl. 309-3-2-13 and 305 -4-4 etc., complete.
843.57
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Providing Granular Sub Base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (for Grade - V material Drainage Layer) for Approach road
744.75
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Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 - for grading- III Material for Approach road
465.47
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Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including prewmixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in subbase / base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5. for Approach road
1163.67
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Providing and laying Prime Coat Over WMM surface using 7.00Kg of Emulsion bitumen SSI per 10sqm for preparatory to another bituminous construction over it, Including cost of material, labour charges etc complete as per clause 502 of MORTH&H-Vth revision.
4843.08
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Providing and laying of Tack coat over WMM surface (treated with primer) using 2.50Kg bitumen emulsion RS-1 per 10 Sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery fuel and all other incidental charges etc., as per clause 503 of MORTH&H-Vth revision.
4843.08
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Charges for cutting the BT surface to 5 to 7cm depth using milling machine, conveying the milled waste materials to at least for 20 km distance including hire and running charges for the machine, conveyance charges, unloading unobjectionable place, cleaning the milled surface as t avoid slippery including all other incidental and unforeseen item etc., complete as per the direction of the departmental officers for Approach road
3905.43
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Tack coat @ 3.0kg /10sqm over existing Hungry BT surface- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 3.0 kg per ten sqm on the prepared bituminous/ surface cleaned with mechanical broom as per Clauses 111,112, 501, 503 & Section 900 of MORT&H-V Revision
3905.43
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Providing, laying consolidated thick Dense Bituminous Macadam using 0.40eum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG40 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5.Grade I for Approach road
484.31
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Providing and laying Bitumen concrete to 30mm using 0.13 Cubic Metre of 19.00- 9.5mm, 0.17 Cubic Metre of 9.50-2.36mm and below and with 50.30kgs of VG40 bitumen for premixing per 10 sqm including cost ansd conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix palnt 20 - 30 ton capacity , conveying the mix by tipper trucks to paver site spreading the mix to uniform thickness of 40mm with mechanical paver site spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross section and consolidate mby 8-10 tonne vibratory / pneumatic roller to the required density etc., including labour for attending to paver to site etc., including hire charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver finisher / 9m paver finisher, vibratory / pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORT&H-Vth revision. Grade II for Approach road
349.93
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CONSTRUCTION OF RCC RETAINING WALL ON SRIRANGAM SIDE
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Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF RETAINING WALLS.
1500.75
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Vibrated Cement Concrete of Grade M-15, Nominal Mix, 1:2:4, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for LEVELLING COURSE BELOW THE FOOTINGS OF RCC RETAINING WALLS.
106.07
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Vibrated Reinforced Cement Concrete M30 Design Mix Using 20 mm ISS size HBG graded metal , including cost and conveyance of all materials to site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at depth, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for FOOTINGS & STEM OF RCC RETAINING WALLS.(below ground level)
669.79
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Vibrated Reinforced Cement Concrete M30 Design Mix Using 20 mm ISS size HBG graded metal , including cost and conveyance of all materials to site excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at height, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for STEM OF RCC RETAINING WALLS.(Above ground level)
587.05
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Vibrated reinforced Concrete M-40, Grade, Design Mix, using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site , excluding cost and fabrication of steel reinforcement but including labour charges for mixing, transporting, laying, and curing concrete, soft water, working at heights,hire charges for tools and plants,including all other incidental charges,etc, complete for CRASH BARRIER.
35.52
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Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill IN RETAINING WALL
669
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Supply of Carted earth with an average lead of 5 km including cost and conveyance of all materials to site including labour charges for spreading and watering, compaction including all labour charges and inidental charges and as directed by the engineer etc., complete for Filling behind Retaining wall
561.56
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Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500, conforming to IS:1786-1985, steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete,Fe-500 grade.
81.24
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CONSTRUCTION OF RCC RETAINING WALL ON CHATHIRAM SIDE
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Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF RETAINING WALLS.
2046.27
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Vibrated Cement Concrete of Grade M-15, Nominal Mix, 1:2:4, using 40mm ISS HBG metal including cost and conveyance of all materials to site , cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for LEVELLING COURSE BELOW THE FOOTINGS OF RCC RETAINING WALLS.
136.92
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Vibrated Reinforced Cement Concrete M30 Design Mix Using 20mm ISS size HBG grade metal, including cost and conveyance of all materials to site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at depth, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for FOOTINGS & STEM OF RCC RETAINING WALLS.(below ground level)
793.12
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Vibrated Reinforced Cement Concrete M30 Design Mix Using 20mm ISS size HBG grade metal, including cost and conveyance of all materials to site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at height, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for STEM OF RCC RETAINING WALLS.(Above ground level)
549.04
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Vibrated reinforced Concrete M-40, Grade, Design Mix, using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site , excluding cost and fabrication of steel reinforcement but including labour charges for mixing, transporting, laying, and curing concrete, soft water, working at heights,hire charges for tools and plants,including all other incidental charges,etc, complete for CRASH BARRIER.
52.46
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Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill IN THE RETAINING WALL
795
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Supply of Carted earth with an average lead of 5 km including cost and conveyance of all materials to site including labour charges for spreading and watering, compaction including all labour charges and inidental charges and as directed by the engineer etc., complete for Filling behind Retaining wall
879.6
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Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500, conforming to IS:1786-1985, steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete,Fe-500 grade.
74.6
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PROVIDING COLOUR WASHING AND PAINTING
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Colour washing two coats with ready mix Distember with approved quality and colour including priming coat over the cement surface including clean removal of dirt of parts including cost and conveyance of all materials to site, all labour for cleaning the surface,painting including form work for working in heights and all other incidental charges etc.,complete. Complying with standard specification
32180
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Painitng two coats with ready mix plastic enamel paint with approved quality and colour including priming coat over the cement surface including scrapping clean removal of dirt of parts including cost and conveyance of all materials to site, all labour for cleaning the surface,painting including form work for working in heights and all other incidental charges etc.,complete. Complying with standard specification
2074
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CONSTRUCTION OF COFFER DAM
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Forming embankment with Carted Earth with an average lead of 5 km including cost and conveyance, filling, laying in layers, watering and Compaction with all lead for soft water and including labour charges and all other incidental charges etc.,complete as per standard specification.
13750
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PROVIDING ROAD FURNITURE AND SIGNAGE BOARDS
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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 exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes (Road Marking with hot applied thermoplastic compound with Reflectorising Glass beads on bituminous surface)
562
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Providing and fixing reflective road studs of category A raised pavement markers made out of polycarbonate/methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro-reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH.33023/10/97-DO.III dt.11.06.97 and the length, height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and with minimum reflective area of 13Sq.cm on each side and the slope to the base shall be 35+5 degree. Each reflector shall have a CIL not less than values specified in table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19+/-2mm and height not less than 30+/-2 mm) from the body is to be a minimum value of 500kgf. Fixing will be drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer. The marker shall support a load of 13635kg tested in accordance with ASTM D4280 and confirming to IRC 35- 2015 guidelines and MoRT&H specification 804 etc., complete
934
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Providing and erecting of direction and place identification Retro -Reflectorised sign made out of High Intensity Prismatic Grade Sheeting conforming to type-IV standards of IRC 67:2012 and ASTM D 4956-09, Specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75mm x 75mm x6mm with a clear height of not less than 2.10m from the ground level to bottom of sign board and 0.60m below ground level. The sign post should be painted as per IRC67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm size including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro Reflectro sheet shall consis of minimum coefficient of retro reflection as per table 6.6 of IRC67-2012. The Retro-reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC67:2012. (as per MORT & H Specification No.801) Place identification boards of size more than 0.90 sqm area
13
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Providing and erecting of Retro -Reflectorised Cautionary, mandatory and Informatory signs(without definition board) made out of High Intensity Prismatic Grade Sheeting conforming to type-IV standards of IRC 67:2012 and ASTM D 4956-09, Specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75mm x 75mm x6mm with a clear height of not less than 2.10m from the ground level to bottom of sign board and 0.60m below ground level. The sign post should be painted as per IRC67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm size including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro Reflectro sheet shall consis of minimum coefficient of retro reflection as per table 6.6 of IRC67-2012. The Retro-reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC67:2012. (as per MORT & H Specification No.801) (60 cm circular board without definition board)
16
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Providing and erecting of Retro -Reflectorised Cautionary, mandatory and Informatory signs(without definition board) made out of High Intensity Prismatic Grade Sheeting conforming to type-IV standards of IRC 67:2012 and ASTM D 4956-09, Specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75mm x 75mm x6mm with a clear height of not less than 2.10m from the ground level to bottom of sign board and 0.60m below ground level. The sign post should be painted as per IRC67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm size including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro Reflectro sheet shall consis of minimum coefficient of retro reflection as per table 6.6 of IRC67-2012. The Retro-reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC67:2012. (as per MORT & H Specification No.801) (90 cm equilateral triangular board without definition board)
6
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Providing and Fixing of Retro - Reflectorised Hazard Marker Traffic Sign made made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 -09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75x75x6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro - reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. ( as per MORT&H Specification No.801) 30 cm x 90 cm Rectangular Hazard marker board
12
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Providing fixing of Median marker double sided made of polycarbonate for impact resistance and good weather ability. Polycarbonate used for molding the median marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the poly carbonate should not decrease to less than 70% of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal structure of length 15 cm height and width of 10 x 10 cm. The median marker shall have fluorescent yellow retro - reflective sheeting confirming to Tpe XI specifications as per ASTM D 4 956.Area of reflective sheeting should not be less than 70 cm2 .Edge of retro reflective shall be concealed using a grill / mesh / similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and painted in contrasting colour on both side of median marker for distinct identification.
359
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Supply and fixing of AFP Sheeting flexible prismatic sheeting shall be of 1ft width and laminated at the back with a 50 micron thick Aluminium (AI) foil with pressure sensitive adhesive and liner ,further this flexible prismatic sheeting shall have screen printed arrow / slant line pattern in black colour on top in continuous roll format. Neither AFP sheeting nor the flexible prismatic sheeting used shall crack when slowly bent in second time around a l / 8th inch mandrel after being conditioned for 24 hrs at 0 degrees and tested as per section s2.2.2 of ASTM, D 4956-09. The AFP sheeting with the linear removed shall be applied with a neoprene contact adhesive with polychloroprene as base viscosity of 200-450 cps arid solid content of 20-30 % once applied the edges of the product shall be extremely resistant to peel off . A test report from institutes like ARAI/ CRR/ conforming to above mentioned flexibility and ASTM D 4956-09 type -vi retro reflectivity performance of the flexible prismatic sheeting used in AFP shall be submitted by the tenderer during pre-qualification and supply of material.2 years Pre- qualification warranty for field performance shall be submitted by the contractor for technical qualification in the tender
55.26
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JUNCTION IMPROVEMENTS
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Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer a) box cutting for wideneing portion as per MORTH Vth Rev., 111, 112, 201
1185.51
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Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 - for grading- V Material for Junction portion
310.95
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Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 - for grading- III Material for Junction portion
194.35
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Wet Mix Macadam (Table 400-13) 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, Complete as per clause 406 as per approved plans and as directed by the Engineer for Junction portion
485.87
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Prime coat Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 - over WMM Surface As per clause 502.3.2 of MORTH Rev-V etc. complete.
1593.54
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Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer as per clause 502.3.2 of MORTH Rev-V etc. complete..
1593.54
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Charges for cutting the BT surface to 5 to 7cm depth using milling machine, conveying the milled waste materials to at least for 20 km distance including hire and running charges for the machine, conveyance charges, unloading unobjectionable place, cleaning the milled surface as t avoid slippery including all other incidental and unforeseen item etc., complete as per the direction of the departmental officers
7324.84
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Tack coat @ 3.0kg /10sqm over existing Hungry BT surface- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 3.0 kg per ten sqm on the prepared bituminous surface cleaned with mechanical broom as per Clauses 111,112, 501, 503 & Section 900 of MORT&H-V Revision
7324.84
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Providing, laying consolidated 100 mm thick Dense Bituminous Macadam using 0.40eum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG40 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5.Grade I for Junction portion
159.36
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Providing colour designed concrete Paver Block floor finish used with concrete block of 100 - 120 mm which has a compressive strength of 16.00 mt/ sqm the rate including the cost of concrete block loading and conveyance to site and cost of labour for fixing in position the joints should be filled with sand including compacting by using power compactor etc., complete complying with standrad specification and also the rate including labour charges for clearing the havy and scrub, jungle, levelling the site diversion of water and sanitary pipe linges, dismatling the existing masonary structures etc., complete complying as directed by the departmental officers for Junction portion
349.9
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Providing and laying Bitumen concrete to 40mm using 0.13 Cubic Metre of 19.00- 9.5mm, 0.17 Cubic Metre of 9.50-2.36mm and below and with 50.30kgs of VG40 bitumen for premixing per 10 sqm including cost ansd conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix palnt 20 - 30 ton capacity , conveying the mix by tipper trucks to paver site spreading the mix to uniform thickness of 40mm with mechanical paver site spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross section and consolidate mby 8-10 tonne vibratory / pneumatic roller to the required density etc., including labour for attending to paver to site etc., including hire charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver finisher / 9m paver finisher, vibratory / pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORT&H-Vth revision. Grade II for Junction portion
356.73
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Construction of Cement concrete- Kerb type- Centre median of M20 grade Nominal mix with top and bottom width of 150 and 165 mm respecively, 325 mm in height, on M 10 grade foundation of 100 mm thick, foundation having 50 mm projection beyond kerb concrete, laid manually, all complete as per clause 408 for Junction portion
506.2
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Refilling with available excavated earth layers,not exceeding limits including watering compaction including all labour charges and incidental charges etc.,complete as directed by the Engineer as per MORTH Vth Rev.,111,112,301,304,305,2907
143.14
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PROVIDING LIGHTING ARRANGEMENTS
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Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF LIGHTING ARRANGEMENT
30.18
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Vibrated Cement Concrete of Grade M-15, Nominal Mix, 1:2:4, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for LEVELLING COURSE OF LIGHTING ARRANGEMENTS
4.12
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Supply and fabrication of Steel Grade Fe-500 required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc. complete as per standard specification.
5.01
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Vibrated reinforced Concrete M-40, Grade, Design Mix, using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site excluding cost and fabrication of steel reinforcement but including cement including labour charges for mixing, transporting, laying, and curing concrete,working at heights,hire charges for tools and plants,including all other incidental charges,etc, complete
37.13
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Supply, Erection of 8m Free Standing Double Arm Bracket 8 sided Octogonally continously tapered structured pole with base plate of size 300 x 300 x 12mm as per IS-875 with following specification.Bottom Pole Dia - 130mm, Top Pole Dia - 70 mm, Thickness of Pole - 3 mm
The pole should be hot dip galvanized confirming to BESN ISO-1461 with thickness of 65 Micron
110
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Supply of decorative/ heritage suspended luminaire with a system lumen not less than 18000 lumens with system wattage not more than 150W. The luminaire efficacy should be greater than 120 lm/ W. The luminaire shall be with operating voltage 150-270V with PF 0.95 and THD 15%. The LED shall be of SMD type only with CCT 5700K +/- 355K and CRI shall be greater than 70. The luminaries shall be with IP 66, IK 08, and it should have 10KV External Surge Protection. Built in surge protection 4KV. The luminaire shall comply to IS 10322, IEC 60598. The Luminaries working temperature shall be 0◦ to +40◦C. The housing shall be Spun Aluminium Powder coated housing with PDC heat sink. The fixture lens should be precision engineered individual lens made of optical grade poly carbonate for maximum intensity and the cover shall be PC diffuser to Protect the optics. The fixture dimension shall be less than 564mm dia. Height shall be more than 617mm and weight not less than 7kg. The Maintenance of lumen output shall be 50000 hours at L70. The driver efficiency shall be 85%. Suitable for Dia. 39mm ID of pole bracket.
220
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Fabrication, supply, installation, of out -door street lighting service pillar box made by 16 SWG sheet steel metal fitted with required size of wooden plank board, 1 No. 100 Amps main switch, 3 Nos. of 100A fuse unit, suitable copper bus bars for neutral line, etc., complete. The pillar box fabricated with front double door arrangements with locking facility painted with one coat of primer and 2 coats of aluminium finish. The pillar to be erected with suitable angle iron frame pedestal with concrete grouting including cost and conveyance of all materials and labour etc., complete complying with standard specification and as directed by Highways Officers.
11
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Supply and laying of 3 core 10 sq.mm. armoured aluminium cable power cable including labour charges complete as per standard specification
2640
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Supply and clamping of. U.G. cable:
Supply and laying of 4 x 16sq.mm PVC armoured (Aluminium) LT UG cable on wall or post with necessary clamping with necessary arrangements etc complete.
3090
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Supply and providing of cable termination:
Supply and providing of cable termination of 4 core x 16 sqmm PVC LT UG (Aluminium) armoured cable with necessary aluminium socket by crimping with electrical connection etc. complete
220
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Supply and laying of 3 1/2 x 150 sq.mm PVC armoured LTUG cable with ISI mark in a trench to be excavated at a depth of 0.75m and refilling the earth to make good and as per standard specification. The price shall be inclusive of all end termination,aluminium conductor, jointing as required at the site with necessary jointing materials, charges for transportation, stretching and laying of the cable, earth work excavation, cost and conveyance and refilling of earth to make good etc., complete. Necessary cable brackets shall also be taken into account for the cables to be brought into the feeder pillars and lighting cubicle as per ISI 1554 (Pt.I) etc.complete complying with standard specification and as directed by Highways Officers
178
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Supply and clamping of 50 mm dia HDPE Pipe: Supply and clamping of 50mm dia HDPE pipe on wall or post with necessary clamping with necessary arrangements etc complete.
3090
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PROVIDING BEAUTIFICATION OF ROUNDABOUT
-
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Drilling of Borewells anywhere in Tamilnadu including transportation from one place to another with in Tamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles boulders etc. By first taking a pilot bore of 150 mm/200mm dia and then enlarging to required dia direct or reverse rotary mud circulation method using rotary rigs fuel, labour and drilling bentonite and water required for drilling at site. as instructed by the Engineer construction of mud pit. A Upto 40 mt. Depth ending below ground level
40
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Reaming 140/150 mm dia pilot bore to 300mm dia bore as directed by the Engineer Upto 40 mt. Depth ending below ground level
40
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Supply of the following casing pipes of ISI approved quality with wall thickness not less than 7.5mm to 8.5mm with PVC couplers and cement Paste etc. Complete and including packing the annular space with pebbles quality and size of pebbles and the PVC pipe should be approved by the departmental officer. AS PER IS 12818 / 2010 150mm dia OD PVC Plain casing Pipe
39
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Supply of the following casing pipes of ISI approved quality with wall thickness not less than 7.5mm to 8.5mm with PVC couplers and cement Paste etc. Complete and including packing the annular space with pebbles quality and size of pebbles and the PVC pipe should be approved by the departmental officer. AS PER IS 12818 / 2010 160mm dia OD PVC end cap PVC SPECIALS AS PER IS 10124/1982 Part-II cont..
1
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Labour Charges for inserting PVC Casing pipes assembly (with slots or without slots) in the drilled hole including jointing the pipes with PVC Couplers with Cement paste etc., complete supply and packing the annular space with pebbles of size and quality as approved by the executive engineers
39
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Charges for developing the borewell with air compressor of 600 cfm capacity (Minimum 8 Hours) including transportation labour and fuel charges for compressor as directed by Department officers and conducting yield test by 'V' notch method.
8
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supply and delivery of 5.0 HP Submersible Pump ISI make (Work in Three phase supply) of duty condition as per IS 8034 without panel board etc complete as per standard specification.
1
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Supply of Three phase Panel board suitable for 5HP with two level guard and auto start etc complete as per standard specification.
1
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Supply and delivery of Flat cable suitable for submersible pumpset 2.5sq.mm, Supply and laying of following sizes of Armoured Aluminium Cables for electrical motor, control panel,pressure switch, jockey motor etc.. The rate inclusive of all incidental charges, neccessary scaffolding and redoing the dismantled portions to its original condition wherever found neccessary, etc., complete as per standard specification and as directed by the Departmental Officers. Make: POLYCAB / PARACON / FINOLEX / EQUIVALENT.
39
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Labour charges for the errection of 5HP submersible pumpset in the Borewell including fixing and jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes to the required depth walls errection clamps pressure gauges up to the exterior wall of pumping room and errection of panel board consisting of DPICN switches starter volt meter ammeter, Three Pilot ( Indicating ) lamps capacitor single phasing preventer water level guard and laying and jointing the cable s and twin earthing as per IE rules etc complete and testing to the pumpset and trial run for 10 Days.
1
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Supplying and fixing of pipe and accessories ISI make including cutting and threading cost and conveyance of all charges etc complete as per standard specification.UPVC 32mm dia pipe Complying with standard specification
68
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Supplying and fixing of pipe and accessories ISI make including cutting and threading cost and conveyance of all charges etc complete as per standard specification. Nylon Rope of 20 mm dia for Bore-well of 20 mm dia
45
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Supply of well decomposed FYM in a powdery form ,devoid of soil , sand, stones, plastics and other materials, high nutrients which supports plant growth. Complying with standard specification
363.45
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Supplying and fixing the plants of suitable varieties , including cost and conveyance of plants to work site Planting in neat lines etc., complete as per the directions , including the maintenance charges for the initial period of 12 months. Mexican grass
1211.5
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Supplying and fixing the plants of suitable varieties , including cost and conveyance of plants to work site Planting in neat lines etc., complete as per the directions , including the maintenance charges for the initial period of 12 months. Acalypha Red
150
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Supplying and fixing the plants of suitable varieties , including cost and conveyance of plants to work site Planting in neat lines etc., complete as per the directions , including the maintenance charges for the initial period of 12 months. Duranta Golden
150
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Supplying and fixing the plants of suitable varieties , including cost and conveyance of plants to work site Planting in neat lines etc., complete as per the directions , including the maintenance charges for the initial period of 12 months. Scheffera Green
150
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Supplying and fixing the plants of suitable varieties , including cost and conveyance of plants to work site Planting in neat lines etc., complete as per the directions , including the maintenance charges for the initial period of 12 months. Acalypha Green
150
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Supplying and fixing the plants of suitable varieties , including cost and conveyance of plants to work site Planting in neat lines etc., complete as per the directions , including the maintenance charges for the initial period of 12 months. (iii) Date Palm
30
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Supplying and fixing the plants of suitable varieties , including cost and conveyance of plants to work site Planting in neat lines etc., complete as per the directions , including the maintenance charges for the initial period of 12 months. (v) Fox Tail Palm
20
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Manufacturing, Supplying and Fixing of Stainless Steel Hand rails using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick at required locations to a height of 900mm from finished floor level welded to 38mm dia Stainless Steel pipe post of 1.00mm thick as vertical at 900mm centre with 2 Nos. of 25mm dia intermediate horizontal stainless steel pipe of 1.60mm thick in between. The vertical pipe has to be welded to the 100 X 100 X 6mmMS base plate encased in the base concrete. The rate is inclusive of the charges for cutting, bending, welding,grinding, polishing, conveyance, electrical charges, etc.complete
437.4
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Calculation of SubTotal, GST and Total carried out by system automatically
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Sub Total Amount for above all items
1
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GST 18% for the above SubTotal Amount
1
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Total in Figures (SubTotal + GST)
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Evaluation Notes How It Works ?
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