Highways Department Tender
... More
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Highways Department Tender
Road Construction
Eprocure
Opening Date14 Mar 2025
Closing Date7 Apr 2025
Tender Amount₹ 59,50,55,196
Costs
EMD
₹ 29,90,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Forming of Bypass to Sivagangai town branching from Km 129/2 of Thanjavur - Manamadurai road SHU (Sivagangai urban stretch) and merging with Thanjavur – Manamadurai road NH226
Description
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Contact
Tender Id
2025_HWAY_532635_1Bid Award Id
ViewTender No
TN No 10 2024 25 SDO Dated 27.02.2025Tender Authority
Highways Department ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
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Forming embankment using carted earth having a minimum CBR of 8 with an average lead of 23km including laying and spreading in layers of 250mm loose thick each sectioning, watering and compacting by Power roller to achive the required density at 95% Proctor Density at optimum moisture content as determined in occurence with IS 2720 (Part VII) for sub grade including finishing the surface to the required camber and longitudinalo profile including all leads for water and hire & fuel charges for power roller, water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc., complete as per Clause 301 - 305 of MoRT&H - V revision for - Carted Earth for filling for - approach road, service road and Main Work
51010
536
27341360
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Forming embankment using carted earth having a minimum CBR of 8 with an average lead of 23km, including laying and spreading in layers of 250mm loose thick each sectioning, watering and compacting by Power roller to achive the required density at 97% Proctor Density at optimum moisture content as determined in occurence with IS 2720 (Part VII) for sub grade including finishing the surface to the required camber and longitudinalo profile including all leads for water and hire & fuel charges for power roller, water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc., complete as per Clause 301 - 305 of MoRT&H - V revision for - Carted Earth for filling approach road, service road and Main Work
22765
546
12429690
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Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions,trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For Carted Earth with compaction for making berms for main work and service road
1870
546
1021020
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Providing Granular Sub Base as per clause 401.2.1 viz. sand, mooram, gravel crushed stone, individual or combination thereof which satisfies the physical standards given in clause 401.2.2 and gives the 30 CBR including conveyance of earth all materials and hire and machinery charges of Tools and Plants employed and all other incidental charges as per MoRT&H specification No 401 - Grading V Material for main work,approach road, service road and filling of well
6245.49
2220
13867548.45
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Providing Granular Sub Base as per clause 401.2.1 viz. sand, mooram, gravel crushed stone, individual or combination thereof which satisfies the physical standards given in clause 401.2.2 and gives the 30 CBR including conveyance of earth all materials and hire and machinery charges of Tools and Plants employed and all other incidental charges as per MORT&H specification No 401 - Grading III Material for main work and approach road
2320
2312
5364814.4
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Providing and laying Wet Mix Macadam Base Couse of 250mm thickness in two layers of 125mm each or else as specified on the prepared Sub-Base with graded stone aggregate and granular materials of quality size and grading placed in layers as specified indluding mixing in Base mix plant, spreading in uniform layer in motor grader and compacting with Vibrating Roller of 80 to 100kN static weight and fine dressing for required grade and cross slope as shown on the drawing, equipment safety measures, testing and incidentals necessary to complete the work as per Technical Specification Clause 406 as directed by Engineer for main work,approach road and Service road
7668
2541
19489142.16
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Providing and laying Prime coat over WBM/WMM surface using 7kg of Emulsion Bitument (SS1) per 10sqm for preparatory to another bitiminous constrction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MoRT&H-V for main work, approach road and service road
30711
84
2609206.56
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Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50kg of Bitument Emulsion (RS1) 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 MoRT&H - V for main work, approach road and service road
30711
20
616369.77
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Providing and laying Tack Coat over Concrete surface using 2.50kg of Bitument Emulsion (RS1) 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 MoRT&H - V for main work, approach road and service road
424
22
9662.96
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Providing and laying Bituminous Macadam (BM) - 50mm thick Base Binder Course as per Job Mix Formula for overlay on existing pavements of compacted thickness as specified by the Engineer consisting of hard crushed aggregate of quality, size and grading as specified and of sufficient quanties to yield spcified compacted thickness with VG30 grade straight run bitumen by weight of the total mix and premixed in a central hot mix plant including screening, sorting and spreading with sel propelled mechanical paver consolidating with power and vibratory roller of 80 - 100 kn static weight and finishing to the required and cross alpw as shown on the drawing or as directed by the Engineer including obtaining and transporting all materials from approved quarry site other approved scources to work site with all lifta and leads by mechanical transport, dead load or any other mode of transportation, including labour, tools and plants equipments safety mesures, testing and incidenata necessary to complete the work as per MOST Technical Specification Clause 504 for Service road
375
9419
3532222.5
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Providing and layihng Dense bituminous Macadam (DBM) 65mm thick Base Binder Course as per Job Mix Formula for overlay on existing pavements of compacted thickness as specified by the Engineer consisting of hard crushed aggregate of quality, size and grading as specified aand of sufficient quantities to yield specified compacted thickness with VG30 grade straight run bitumen by wight of the total mix and premixed in a central hot mix plant including screenin, sorting and spreading with sel propelled mechanical paver consolidating with power and vibratory roller of 80 - 100 kN static weight and finishing to the required and cross alpw as shown on the drawing or as directed by the Engineer including obtaining and transporting all materials from approved quarry site other approved scources to work site with all lift and leads by mechanical transport, dead load or any other mode of tranportation, including labour, tools and plants equipments safety measures, testing and incidental charges necessary to complete the work as per MoRT&H Tehnical specification Clause 504 for main work, approach road and service road
1534
11120
17058264.08
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Providing and laying Bituminous Concrete to 300mm thick using 0.13cum of 19.00 - 9.50mm 0.17cum of 9.50 - 2.36mm and 0.26cum of 2.36mm and below with 50-30 kgs of VG30/VG40 bitument for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitument and aggregate to requried temerature and mixing the min required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finsiher/9m paver finbisher, 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 fo MoRT&H Rev-5 for main work, approach road and service road
933
12084
11274511.95
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Providing FILTER MEDIA behind Abutment and Returnss for 600mm thickness using filter material conforming to clause 309.3.2.B of MORTH well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all other incidental charges, etc complete as per cl 710.1.4 & Appendix 6 of IRC 78- 2014 for approach road, service road, ROB and Minor Bridges
1189.86
1570
1868996.39
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Vibrated Cement concrete M20 using 20mm ISS metal including cost and conveyance of allmaterials to site and cost of cement at site including softwater, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and plants and incidential charges etc., complete as per relevant standard specification, for Shyness Kerb for service road
158
13738
2170604
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Construction of Road over Bridge at km 10/2 Earth work excavation in all classes of soils including weathered rock not requiring blasting and depositing on bank with initial leads and lifts as per SS 20B, including cost of all labour, equipments and all incidental charges backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification, for FOUNDATION OF ABUTMENT, PIERS AND RETAINING WALLS for ROB, Minor Bridges and Retaining wall
upto 2m depth
9339.52
274
2559028.48
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2m - 3m depth
2275.2
285
649819.87
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3m - 4m depth For ROB
530
297
157526.6
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4m - 5m depth For ROB
140
308
43236.2
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Plain Cement concrete of Grade M15 (Nominal mix) using 40mm ISS metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidential charges etc., complete as per relevant standard specification for LEVELLING COURSE BELOW FOUNDATION OF RETAINING WALLS, ABUTMENTS AND PIERS for ROB, Box Culverts, PCC Retaining wall, Pier Protection and Minor Bridges
815.37
6755
5508207.57
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Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and also including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, and hire charges for Tools and Plants including all other incidental charges etc., complete for FOOTING FOR ABUTMENTS AND RETURNS for ROB
183
9869
1806027
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Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental charges etc., complete for FOOTING FOR PIERS for ROB
1093
9912
10833816
... More
Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental chargesetc., complete for FOUNDATION OF RETAINING WALL for ROB
1035
10152
10507320
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Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental charges etc., complete for stem of RETAINING WALL (below ground level) for ROB
533
12551
6689683
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Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental charges etc., complete for RETAINING WALL (above ground level) for ROB
870
13354
11617980
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Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental charges etc., complete for ABUTMENTS and RETURN WALLS (below ground level) for ROB
124
11121
1379004
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Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental charges etc., complete for ABUTMENT and RETURN WALLS (above ground level) for ROB
91
11881
1081171
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Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental charges etc., complete for BED BLOCK CUM DIRT WALL OVER ABUTMENTS for ROB
28
16263
455364
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Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of formwork, soft water, 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 COLUMN PIER (Below Ground level) for ROB
68
11266
766088
... More
Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20 mm ISS graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of formwork, soft water, 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 COLUMN PIER (Above Ground level) for ROB
182
11448
2083536
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Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20 mm ISS graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of formwork, soft water, 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 CAPPING BEAM over PIERS for ROB
290
13362
3874980
... More
Vibrated Reinforced Cement Concrete of Grade M35 (Design mix) using 20 mm ISS graded metal, including cost and conveyance of all materials to site, formwork and cost of cement at site, but excluding cost and fabrication of steel but including labour charges for mixing , laying, curing concrete, working at heights, soft water, hire charges for Tools and Plants, including all other incidental charges etc., complete for PEDESTALS for ROB
8
14593
116744
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Vibrated Reinforced Cement Concrete of Grade M35 (Design mix) using 20 mm ISS metal including cost and conveyance of all materials to site and cost of cement at 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 other incidental charges etc., complete for Deck slab 26.30m c/c for ROB
1094
17399
19034506
... More
Vibrated Reinforced Cement Concrete of Grade M35 (Design mix) using 20 mm ISS metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing transporting, laying, curing concrete, vibration charges,working at at heights, soft water and hire chargesfor tools and plants, including all other incidental charges etc., complete as per relevant standard spectification for T-BEAMS and CROSS BEAMS for ROB
1586
17313
27458418
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Supplying and fixing of Elastomeric bearing of size 60 x 45 x 14.4.0 cm as shown in the drawing including cost and conveyance to work site, labour for fixing the bearing in position and all other incidental charges etc., complete for ROB
1814400
1
3211488
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Supplying and installation of STRIP SEAL EXPANSION joint system conforming to speactifications for Road and Bridge Works _ V th Revision:2013 published by Ministry of Surface Transport(Roads Wing) 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 MOST specifications, including labour ,equipment and incidental charges for fixing the joints complete in all respects, as per specifications.
200
13981
2796200
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Providing and fixing of G.I. Drainage spouts 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised Iron pipes and flats and fixing them in position etc., complete for ROB, Minor Bridges and Box culvert km 7/6 -8/050
95
2498
237319.5
... More
Vibrated Reinforced Cement Concrete of Grade M40 (Design mix) using 20 mm ISS metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing ,transporting, laying, curing concrete, working at heights, soft water, hire charges for Tools and Plants, including all other incidental charges, etc., complete for CRASH BARRIER for ROB, Minor Bridges and Box culvert km 7/6 -8/050
537.88
16828
9051600.63
... More
Vibrated Cement Concrete of Grade M30 (Design mix) using 25mm, 12mm, 6mm ISS HBG metal, including cost and conveyance of all materials to work site including cement at site, including all labour charges for mixing concrete, laying, hire charges for Tools and plants, compacting, curing with all leads for softwater, including all other incidental charges formwork and fixing the same in position etc., complete for WEARING COAT OVER DECK SLAB AND APPROACH SLAB for ROB, Minor Bridges and Box culvert km 7/6 -8/050
6508.98
807
5256522.07
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Vibrated Cement Concrete of Grade M15 (Nominal mix ) using 40mm ISS HBG metal , including cost and conveyance of all materials to site and cost of cement at site,including all lablour charges for mixing Concrete, laying, hire charges for Tools and plants , compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete For BASE COURSE BELOW APPROACH SLAB for ROB, Minor Bridges and Box culvert km 7/6 -8/050
422.8
6642
2808254.51
... More
Vibrated reinforced Cement Concrete of Grade M30 (Design mix) using 20 mm ISS metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including labour charges for mixing , laying, curing concrete, working at heights, soft water, hire charges for Tools and Plants, including all other incidental charges, etc., complete for APPROACH SLAB for ROB, Minor Bridges and Box culvert km 7/6 -8/050
103.16
9516
981724.2
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Providing Weepholes with Class I PVC pipes of 100 mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain the backfill for ROB, Box culverts, PCC Retaining wall and Minor Bridges
2478
193
478254
... More
Filling behind Abutments and returns with clean gritty free draining gravel including cost and draining gravel having PHI value more than 35 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 and lifts for water and all other incidental charges, etc., complete for ROB and Minor Bridges
583.66
586
342024.76
... More
Supply and fabrication of Fe-500D (HSD) steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening,cutting,bending,tying grills, including over laping to the required length wherever necessary and providing to the reinforcement 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 for ROB, Box culverts and Minor Bridges
1557.72
95610
148933609.2
... More
Supply and fabrication of Fe-240 steel required in the schedule including cost of steel at site cost of providing and cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills including lapping to the required length wherever necessary and providing to the reinforcement, 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 for ROB
29
95610
2772690
... More
Cement Concrete of grade M15 Nominal Mix, using 20mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for MEDIAN.
119
10061
1197259
... More
Construction of Minor Bridges at km 9250 and km 9664
Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for FOOTINGS OF ABUTMENT, PIERS AND WINGS BELOW SILL LEVEL For Minor Bridges and PCC retaining wall
595.82
8141
4850910.24
... More
Vibrated Cement Concrete of grade M20 Nominal Mix using 20mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL LEVEL For Minor Bridges
199.82
9798
1958028.19
... More
Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS For Minor Bridges
11.58
15533
179881.06
... More
Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to work site, labour charges for fixing the same in the correct position and all other incidental charges etc., complete. For Minor Bridges
22.96
110
2525.6
... More
Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using ISS size HBG graded metal including cost and conveyance of all materials to site including cost ofcement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB For Minor Bridges
107.6
13626
1466234
... More
Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete For Minor Bridges
51.6
653
33715.96
... More
Vibrated Cement Concrete M20 grade Nominal Mix using 20mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at sitel 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 as per standard specification for PCC PARAPET OVER WINGS For Minor Bridges
10.72
12830
137547.89
... More
Supply and fixing of High Quality of PVC pipes of 150mm dia.. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc complete., for proving utility services in footpaths For Minor Bridges
115.04
435
50042.4
... More
Dismantling of Existing culverts at km 7/6 -10/8
Dismantling the existing box culvert and dispose the demolished material including all other incidental charges etc, with a lift upto 3m and lead upto 1 km as per specification and as per directions of Departmental officers for Dismantling of box culvert
26.64
4308
114783.77
... More
Dismantling the existing RCC Pipes and dispose the demolished material including all other incidental charges etc, with a lift upto 3m and lead upto 1 km as per specification and as per directions of Departmental officers for Dismantling the RCC Pipes
6.36
4308
27403.33
... More
Dismantling the existing and fell down Stone Masonry structures such as Retaining wall, revetment, pitching and disposing the demolished material including all other incidental charges etc, with a lift upto 3m and lead upto 1km as per specification and as per directions of Departmental officers for Dismantling Stone Masonry structures
72.66
283
20572.95
... More
Construction of Box culverts at km 7535, 7563,7671,7848, 8060, 8080, 8200, 8400, 8425, 8500, 8533, 8750, 8969, 9450, 9800, 10015, 10720, km 7/9 - 8/050
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 Box Culvert
upto 2m depth
5634.81
191
1076248.71
... More
2m - 3m depth
97.56
202
19766.63
... More
Earth work excavation in all classes of soil depositing on bank with initial leads and lift as per SS20B, including cost of all labour, equipments and all incidental charges backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevent standard specification for FOUNDATION OF PIER PROTECTION AROUND PIERS.
373
239
89147
... More
Filling under the box culvert with quarry fine dust including cost and conveyance of sand 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 for filling under the Box and Apron for km 7/6-8/050
368
483
178097.28
... More
Vibrated Reinforced Cement Concrete of grade M25 (Design Mix) using size ISS 20mm & below graded HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for BASE SLAB, SIDE WALL AND TOP SLAB OF BOX CULVERT.
1720.73
12302
21168764.61
... More
Vibrated Cement Concrete of grade M20 Nominal Mix using 20mm ISS size HBG metal including cost and conveyance of all materials to site including cement at 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 WING WALL Below Ground Level for Box culverts, PCC Retaining wall and Pier Protection
1312.02
9187
12054656.08
... More
Vibrated Cement Concrete of grade M20 Nominal Mix using 20mm ISS size HBG metal including cost and conveyance of all materials to site including cement at 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 WING WALL Above Ground Level for Box culverts and PCC Retaining wall
529.55
10397
5505964.35
... More
Vibrated Cement Concrete of grade M20 Nominal Mix using 20mm ISS size HBG metal including cost and conveyance of all materials to site including cement at 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 etc, complete as per relevant standard specification for Parapet for Box culverts and PCC Retaining wall
119.38
11003
1313567.99
... More
Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using size ISS 20mm & below graded HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for BASE SLAB, STEM, TOP SLAB OF BOX CULVERT AND KEY WALLS.
2801
10214
28609414
... More
Filling under the trestle portion of ROB with excavated soil, 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 for filling under under the trestle portion of ROB for Pier protection
2009
42
86085.65
... More
Construction of Deck Drainage & Rain water harvesting system
Providing and fixing 160mm dia PVC pipes of approved class not less than 4kg/cm2 connecting the draiage spouts of the deck slab along both the sides of the deck slab connected to thte Rainwater harvesting system below every third span with the bends, tees, clamps and all other accessories and fixutres complete including tools and plants, tranportation, including labour charges for fixing.
603.8
1147
692558.6
... More
Earth work excavation and disposal of excavated earth by transfer with a lead of 2 km away from work site as directed by the departmental officers for disposal as per Standard Specifications and all other incidental charges etc., complete.
Upto 2m depth
14
196
2744
... More
2m - 3m depth
4
207
830.44
... More
Filling with Msand including cost and conveyance of all materials and stacking at stie to departmental guage for premeasurements, labour charges for laying, handling and filling in layers not more than 15cm thick including watering with all leads for good soft water and all other incidental charges, tamping, compacting under optimum moisture content to get the maximum dentity for CI pipe pit and Rain water harvesting well
3.4
1776
6038.4
... More
Filling with 40mm size ISS HBG metal in the rain water harvesing system including cost and conveyance of all materials and labour charges for filling complete as directed by the Engineer.
3.4
1607
5463.8
... More
Filling with 20mm size ISS HBG metal in the rain water harvesing system including cost and conveyance of all materials and labour charges for filling complete as directed by the Engineer.
3.4
2060
7004
... More
Filling with 12mm size ISS HBG metal in the rain water harvesing system including cost and conveyance of all materials and labour charges for filling complete as directed by the Engineer.
3.4
1944
6609.6
... More
Filling with 6mm size ISS HBG metal in the rain water harvesing system including cost and conveyance of all materials and labour charges for filling complete as directed by the Engineer.
3.4
1194
4059.6
... More
Providing and laying of ISI class NP3 pipe of best quality of 1200 dia. In the rain water harvesting system with all required special including costs and conveyance of pipes and specials, labour charges for in position and all other incidental charges etc., complete for pipes as directed by the engineer.
15
6568
98520
... More
Providing and fixing RCC cover slab over rainwater harvesting pit including cost and conveyance of all materials and labour charges etc., compete as directed by the Engineer
6
2200
13200
... More
Filling of open well or Borehole with Stone dust up to 0.3m height below natural ground level including cost and conveyance of material to work site and spreading the fill material uniformly shall be placed in the well in layer of 500 mm thick where dumping of materials from trucks and front-end loaders into the abandoned wells not be allowed. Each layers of fill material shall be compacted by flooding with water etc.., for filling of open wells and as directed by the Authority's Engineer.
347.84
546
189920.64
... More
Providing Painting Painting two coats with Ready mix plastic emulsion paint and approved colour including priming coat over the cement surface complete including scrapping clean removal of dirt of parts - including scoffolding charges
17600.44
299
5273091.82
... More
Providing Road Furniture Providing and erecting Retro-reflectorised Cautionary, Mandatory and Informatory Signs (without definition board) made out of High Intensity Micro Prismatic Grade sheeting confirming to Type -IV standards of IRC-67:2012 and ASTM D 4956-09, specification and fixed 2 mm thick Aluminum sheet fixed over a back supporting frame 25mmx25mmx3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x6mm with a clear height of not less than 2.10m from the ground level to the bottom of sigm board 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 45cm x 45cm x 60 cm size including cost and conveyance of all materials,equipment,machinery and labour with all lead 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).
Cautionary Signs, Triangular (Size 90 cm equilateral triangle board).
57
5126
292182
... More
Chevron boards(80cmx60cm)
164
6349
1041236
... More
STOP Signs-90cm Octogan board
1
8205
8205
... More
Speed Limit,Restriction end signs and overtaking prohibited signs-60cm circular board
40
4513
180520
... More
Facility Informatory Signs(80cmx60cm)
4
6349
25396
... More
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads 250 gm 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 etc complete as per MOTR&H specification No.803. The colour of the compound shall be white or yellow (IS colour No, 356) as specified in the drawings or as directed by the Engineer and MoRTH Specifications Clause 803
2658
890
2365620
... More
Supplying and installation of Delineators (Roadway, indicators, hazard markers, object markers), 80-100 cm above ground level, painted Black and White in 15 Cm. wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed in to the ground and conforming to IRC : 79 etc. complete (as per MORT & H specification No.805)
Road way delineators
296
2400
710400
... More
Providing and erecting of retro- reflectorised hazard marker traffic sign made out of high intensity prismatic grade sheeting confirming to TYPE-IV standards of IRC-67:2012 and ASTM D4956-09, specification and fixing over 2mm thick aliminium sheet fixed over a back supporting frame of 25mmx25mmx3mm mild steel angl and supported on a milde steeel post 75x75x6mm and 0.60m below gorund 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 loding 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 IRC67.2012(as per MORT&H specification No.801)
Hazard signs
44
4000
176000
... More
Providing and fixing of rigid Median Marker double sided made of tough, high impact resistant, injection-molded, thermoplastic body with an isosceles trapezoidal structure of length,width and height not less than 15cm,10cm and 10cm respectively and thickness not less than 1.8mm, the body structure shall be rounded at its acute angle, all the corners and edges. The plastic used for molding the Median Marker shall have a minimum Notched Izod Impact strength value of 600J/m at room temperature,when tested in accordance with ASTM D256 and shall retain at least 70% of this value when subjected to acceralated weathering for 1000hrs as per ASTM G155 or UL746C. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have reactangular shaped,fluorescent yellow color retro-reflective sheeting of size not less than 8.5cmx8.5cm and with fully reflective micro prismatic cube corners as its retro-reflective elements as per IRC 67-2012 and ASTM D4956-09 type IX specifications reflectivity values. The retro-reflective sheeting shall be both sides of the Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting,vandalism,sheeting damage etc. The Median Marker shall be fixed by a combination of epoxy adhesive and grouting.
342
470
160740
... More
Providing and fixing reflective road stud of 'category B' Raised pavement markers made out of poly carbonate/ABS moulded body and reflective panels (bi - convex reflectors) with micro prismatic lense cable of providing total internal reflection of the light entering the lence face with retro-reflective and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH cicular no RW / NH. 33023/10/97 - DO.111 dt 11.06.97 and the length, height and width of the body shall not be iess than 100mm. 15mm and 90mm and base of marker shall be flat within 1.3mm. the marker shall support a load of 13635 Kg tested in accordance with ASTM D4280.Lense shall be moulded of polycorbonate or methl methectory surface shall not be less than 13.0 sq.m the slope or retro - reflectory surface shall be 35 + 5 degree to base. each reflector shall have a CIL not less than values specified in table 2 of said MoRT&H circular and two cylindrical polyner shanks of not less than 20 mm diameter and not less than 30 mm length shall be provided for better anchorage.
1816
480
871680
... More
Providing and erecting direction and place identification retro reflectorised sign 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 2 mm thick aluminium sheet fixed over a back supporting frame of 25 mm X 25 mm X 3mm Mildsteel angle and supported on a mild steel angle post 75 mm X 75 mm X 6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board 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 M 15 grade cement concrete 45 X 45X 60 cm, 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 woks 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. Retro Reflective sheeting shall be covered under 7 years warranty issued for field performance and a certified copy of 3 Years outdoor exposure report shall be obtained as per IRC 67-2012.(as per MorT & H specification No. 801. for sign having area more than 0.9 Sqm Type IV
16.2
11805
191241
... More
Providing and fixing of Digitally Printed Retro Reflectorized Overhead Cantilever Informatory sign board of size 5.00mx1.80m made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC 67-2012 and ASTMD4956-09, specification and fixed over 2mm thick aluminium sheet fixed on back supporting frame mild steel L angle of size 50mmx50mmx6mm. The vertical support post for the installation of overhead sign Gantry shall be made of 300NB (Nominal Bore) MS Pipe with 12mm thick with a ground clearance of 6 metres along with 80NB(Nominal Bore) MS pipe with 4mm thick and 40NB (Nominal Bore) MS Pipe with 3.20mm thick support posts. MS Base plate of size 1200mmx1200mmx25mm and MS top plate of size 900mmx1650mmx16mm to be used to hold the sign boards at the top and bottom respectively. MS Stiffener plates 8mm thick of sizes 420x420,682x420,288x288,288x927 & 44x130 are to be used. Anchor bolts of dimension 25mm dia and 1000mm length are to be used as fixtures. The approved direction information should be digitally printed and should have 70% of the coefficient of Retro- reflection values against the values as mentioned in Table6.9of IRC67-2012. The latex printer used for digital printing should use inks with low VOC emissions and have green guard, eco logo certificates as per UL 2801 standards. The retro-reflective sheeting shall be covered under 10 years warrenty issued for fiel performance and a certified copies of three years outdoor exposure report shall be obtained as per IRC 67-2012 (as per MORT&H specification No.801). Cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender dicument and including cost and conveyance of all materials, equipement, machineries to work site, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in-charge etc,complete. Overhead cantilever Gantry Information sign board of size 5.00mx1.80m
5
540490
2702450
... More
Providing R.C.C. grade M15 Precast Km stones of - standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc., complete ( as per MoRT&H Specifications No 804)
6
2197
13182
... More
Providing R.C.C. grade M15 Precast Hm stones of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc., complete ( as per MoRT&H Specifications No 804)
30
574
17239.5
... More
Planting of trees by the road side (10' Height) (Avenue trees) in 0.60 m dia holes, deep dug in the ground, mixing the soil with decayed farmyard / sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard 1.5m above Ground level, 0.3m below the ground level with MS wire mesh of 1”x1” opening size with 4 Nos of 12mm diameter rods of 1.8m length in which 0.3m below the ground level and maintaining the plant for one year
1380
3697
5101860
... More
Calculation of SubTotal, GST and Total Amount carried out by system automatically Basic cost of value put to tender as per estimate
1
504284064
-
... More
Add GST at 18%
1
90771132
-
... More
Total Value put to Tender
1
595055196
-
... More
Negotiated Percentage
1
-
-
... More
Final Negotiated Value
1
-
-
... More
Add GST at 18% of Final Negotiated Value
1
-
-
... More
Total Value of Contract Including 18% of GST
1
-
-
... More
Basic cost of value put to tender as per Estimate
1
1
504284064
... More
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
-
-
-
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