Highways Department Tender
... More
The Highways Department has issued a formal invitation for competitive bids for Tnv-83 Formation Of Outer Ring Road To Sivakasi Town Phase I Part A in Virudhunagar, Tamil Nadu, with an estimated contract value of Rs. 36,20,00,000. The bid opening date for this tender is 07-11-2024 and the last date for bid submission is 06-12-2024. Interested bidders for Highways Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Nov 2024
Closing Date6 Dec 2024
Tender Amount₹ 36,20,00,000
Costs
EMD
₹ 18,22,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tnv-83 Formation Of Outer Ring Road To Sivakasi Town Phase I Part A
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_HWAY_499334_1Bid Award Id
ViewTender No
T N No. 50 2024-2025 HDO Dated 28 10 2024Tender 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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Road A - 4 x 4 Skew 30deg Culvert at km 24/952,26/902,27/893 -3 nos
27
5520
149048.91
... More
Road A - Junction Improvement at km 23/600
40
353
14135.6
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Providing Fe-415 grade 25mm dowel bars including cost and conveyance of all materials to site drilling 40mm holes in rock and grouting the same with cm 1:2 after placing the 25mm dowel bars etc., complete in the FOUNDATION OF ABUTMENTS AND WING WALLS.
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-
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Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing onbank with all lead sand lifts asper SS20 B 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 , trimming of bottom of excavation back filling,clearingup the site andd is posal of all surplus materials etc., complete as per standard specification. For making up of low berms with conveyance of 7 km.
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-
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Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing onbank with all lead sand lifts asper SS20 B 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 , trimming of bottom of excavation back filling,clearingup the site andd is posal of all surplus materials etc., complete as per standard specification. For making up of low berms.
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-
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Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete.
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-
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
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Road A - 4 x 4 Skew 30deg Culvert at km 24/952,26/902,27/893 -3 nos
429
447
191934.6
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Vibrated Reinforced Cement Concrete of gratie M30 Design mix using 20inm ISS size HBG graded metal including cost and conveyancc of all inaterials to site including cost of cement at site but excluding cost and tabrication of steel but including cost of formwork, potable water, labour charles for mixing, transporting, lnying and curing concrete, working at heights, hire charles for tools and plants including all other incidental charles etc; complete as per relevant standard specifications, for DIRT WALL CUM DED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS as per section 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision-2013).
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-
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Road A - Branch Road Improvement at km 27/100
155.9
21
3404.86
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Road A - Road Furniture
120
2400
288000
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Road A - 4 x 4 Skew 30deg Culvert at km 24/952,26/902,27/893 -3 nos
44.91
16990
763035.72
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Vibrated Plain cement concrete M15 (Nominal mix 1:2:4) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site, including labour charges for mixing concrete, laying, curing concrete, hire charges for tool and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete for CUT OFF WALL. as per Sections 1500, 1700 & 2704 of MORT&H Specifications(Fifth Revision).
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-
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Road A - 4 x 4 Skew 30deg Culvert at km 24/952,26/902,27/893 -3 nos
72.03
10209
735378.04
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Road A - Minor Bridge at km 27/940
159
419
66732.3
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Road A - Bus Bay at Km 23/8, 24/8,27/2 ,27/10 (BHS)
2400
18
45240
... More
Earth work excavation in all classes of soils and depositing on bank, with all leads and lifts, including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions,trimming bottom of excavation back filling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification, for FOUNDATION OF ABUTMENTS AND PIERS as per Section 300 of MoRT&H Specifications (V) Revision (including 600rrnr from the face of foundation for extra working space as per I S: 1200 (Pad 1) - 1992 Cl:4.2.5.1)
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-
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Providing and fixing reflective road studs of 'category A' Raised pavement markers made out of poly carbonate / ABS moulded body and reflective panels (bi-convex reflectors) with miicro 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 base of marker shall be flat within 1.3 mm. The marker shall support a load of 13635 Kg. tested in accordance with ASTM D4280. Lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each retro-reflectory surface shall not be less than 13.0 sq.cm. 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 Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be provided for better anchorage.
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Supply and fabrication of Fe-500 grade steel required for all RCC items of works involved in the schedule cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping 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 as per section 1600 of MORT&H Specifications (Fifth Revision)
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-
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Road A - 2 x 3 Culvert at km 24/0,24/466,24/600, 24/800, 25/600, 25/800, 26/600,27/200, 27/400, 27/600, 27/800 - 11 Nos
1036.86
123
127803.36
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Road A - Minor Bridge at km 27/940
6
2498
14988.6
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Rigid Median Marker
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 ern 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 4956.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.
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-
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Road A - 5 x 4 Culvert at km 25980 - 1No
2.81
7243
20352.83
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Negotiated Percentage
1
-
-
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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.
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-
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Road A - Bus Bay at Km 23/8, 24/8,27/2 ,27/10 (BHS)
2400
81
196104
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Earth work excavation in all classes of soils and depositing on bank, with all leads and lifts as per SS20B, Including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps 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 BOX CULVERT,CUTOFF WALL AND APRON as per Section 300 of MORT&H Specifications(Fifth Revision).
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-
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Road A - Road Furniture
8
157550
1260400
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Vibrated reinforced cement concrete M30 (Design mix) using 20mm ISS HBG graded 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, hire charges for tool and plants including all other incidental charges etc., complete for STEM OF RCC RETAINING WALLS. as per Sections 1500,1700 & 2704 of MORT&H Specifications(Fifth Revision).
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-
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Road A - Junction Improvement at km 23/600
2038.14
528
1078094.53
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Add GST at 18% of Final Negotiated Value
1
-
-
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ROAD A 23/600 - 28/000
3391
9452
32052138.92
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Road A - Branch Road Improvement at km 24/700
1753.02
18
33044.43
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Road A - Protective wall at km 27/250 -27/300 & 27/890 - 27/940
288
203
58492.8
... More
Vibrated reinforced cement concrete M40 (Design mix) using 20mm ISS HBG graded 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, potable water, hire charges for tool and plants including all other incidental charges etc., complete for CRASH BARRIER as per Sections 811, 1700 & 2703.3 of MORT&H Specifications(Fifth Revision).
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-
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Road A - Branch Road Improvement at km 24/700
262.95
1828
480735.71
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Providing and Fixing of Retro Reflectorised Overhead Cantilever Informatory sign 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 thicknwith 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 1200mm x 1200m x 25mm and MS top plate of size 900mm x 1650mm x 16mm to be used to hold the sign board at the top and bottom respectively. MS stiffener plated 8mm thick of sizes 420 x 420, 680 x 420, 288 x 288, 288 x 927 & 44 x 130 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 co - efficient of Retro-reflection values against the values as mentioned in Table 6.9 of IRC67-2012. The Latex printer used for digitally printing should use links 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 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). Cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and including cost and conveyance of all materials, equipment, machineries to worksite, 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.
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-
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Road A - Junction Improvement at km 23/600
58.74
1904
111872.68
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Vibrated reinforced cement concrete M30 (Design mix) 75mm uniform thick with surface reinforcement conforming to section 2702.2 of MORT&(H) Fifth revision, using ISS HBG graded 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 tool and plants, compacing, curing with all leads for potable water, including all other incidental charges form work etc., complete for WEARING COAT OVER DECK SLAB AND APPROCH SLAB as per Sections 2702.2 of MORT&H Specifications(Fifth Revision).
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-
-
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Road A - Junction Improvement at km 23/600
336.27
490
165034.59
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Road A- Road Furniture - 90 cm equilateral triangle
40
5126
205040
... More
Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm 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 and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF RETURN WALL.
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-
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Road A - 4 x 4 Skew 30deg Culvert at km 24/952,26/902,27/893 -3 nos
889.98
672
598867.54
... More
Supply and fabrication of Fe-500 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 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, as per section 1009.3, 1600 of MoRT&(H) Specifications (Fiftli Revision-2013).
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-
-
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Road A - Protective wall at km 27/250 -27/300 & 27/890 - 27/940
285
10227
2914695
... More
Road A - 2 x 2 Culvert at km 23/813,24/200 ,25/200, 25/400 ,26/200, 26/400, 26/800 - 7 nos
458.43
123
56506.08
... More
Road A - Junction Improvement at km 23/600
3530.64
81
288488.59
... More
Compacted Plain Cement Concrete M15 (Nominal Mix), using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges tor mixing , transporting, laying, and Curing concrete working in heights and hire charges for tools and plants, and all other incidental chargesetc complete as per relevant specification for BASE COURSE IIELOW APPROACH SLAB AND SAFETY KERB RAMP as per section 1500,1700 & 2704 of MoRT&(H) Specifications (Fifth Revision-2013).
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-
-
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Road A - 2 x 3 Culvert at km 24/0,24/466,24/600, 24/800, 25/600, 25/800, 26/600,27/200, 27/400, 27/600, 27/800 - 11 Nos
13.42
7238
97133.96
... More
Road A - Minor Bridge at km 27/940
386.13
246
95188.77
... More
Earth work excavation in all classes of soils and depositing on bank, with all leads and lifts as per SS20B, Including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps 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 as per Section 300 of MORT&H Specifications(Fifth Revision).
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-
-
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Road A - Road Furniture - 60cm x 45cm rectangular
33
5184
171072
... More
ROAD A 23/600 - 28/000
1272
11088
14104292.16
... More
Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and 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 plant 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 sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory 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 MORTH Rev-5
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-
-
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Road A - Minor Bridge at km 27/940
37.74
95610
3608321.4
... More
Road A - Bus Bay at Km 23/8, 24/8,27/2 ,27/10 (BHS)
72
11088
798356.16
... More
Road A - 2 x 2 Culvert at km 23/813,24/200 ,25/200, 25/400 ,26/200, 26/400, 26/800 - 7 nos
8.19
7243
59321.32
... More
Road A - Junction Improvement at km 23/600
109.17
11088
1210507.53
... More
Providing and fixing PVC EXPANSION JOINT 20mm thickness with approved type of PVC water stopper of 300mm width over abutments and piers in 20mm gap between deck slabs as shown in the drawing including cost and conveyance of expansion joints including expansion joint filler and joint sealant etc, complete. as per section 2600 of MoRT&(H) specifications (fifth revision)
-
-
-
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Road A - 5 x 4 Culvert at km 25980 - 1No
154.98
7942
1230851.16
... More
Compacted Cement Concrete of Grade M10 Nominal mix, using 40mm ISS HBG metal including cost and conveyance of al1 materials to site including cement at site including cost of formwork, soft water, labour changes for mixing, transporting, lfi ying 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 for LEVELLING COURSE UNDER FOUNDATION OF ABUTMENTS, RETURN WALLS & PIERS as per section 2100 of MORT&H Specifications (Fifth Revision-2013).
-
-
-
... More
Road A - 5 x 4 Culvert at km 25980 - 1No
182.88
10900
1993392
... More
Road A - Protective wall at km 27/250 -27/300 & 27/890 - 27/940
24.1
95610
2304201
... More
Vibrated reinforced cement concrete M25 (Design mix) using 20mm ISS HBG graded 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, hire charges for tool and plants including all other incidental charges etc., complete for STEM OF RCC RETAINING WALLS. as per Sections 1500,1700 & 2704 of MORT&H Specifications(Fifth Revision).
-
-
-
... More
Vibrated reinforced cement concrete M30 (Design mix) using 20mm ISS HBG graded 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, hire charges for tool and plants including all other incidental charges etc., complete for APPROCH SLAB as per Sections 1500,1700 & 2704 of MORT&H Specifications(Fifth Revision).
-
-
-
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Road A - 4 x 4 Skew 30deg Culvert at km 24/952,26/902,27/893 -3 nos
201
12385
2489519.67
... More
Road A - Road Furniture
5
2197
10985
... More
Road A - Branch Road Improvement at km 27/100
133.64
1867
249618.14
... More
Road A - Road Furniture
4192
480
2012160
... More
ROAD A 23/600 - 28/000
79200
8
679536
... More
Road A - Bus Bay at Km 23/8, 24/8,27/2 ,27/10 (BHS)
120
10216
1226006.4
... More
Vibrated Cement Concrete of grade M20 Nominal mix using 40mm 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 and including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL LEVEL. as per section 1500,1700 & 2100 of MORT&H Specifications (Fifth Revision-2013).
-
-
-
... More
Road A - 4 x 4 Skew 30deg Culvert at km 24/952,26/902,27/893 -3 nos
14.46
95610
1382520.6
... More
Providing Barrier Type Kerb for median/islands using Vibrated cement concrete of grade M20 (1:1.5:3) using 20 and 12mm ISS HBG metal from approved quarry, including cost and conveyance of all materials to worksite, including hire and fuel charges of all the machineries employed for this work,including all labour charges for mixing, laying, curing, painting, including all other incidental charges etc., complete as per drawing and standard specification
-
-
-
... More
Road A - Branch Road Improvement at km 27/100
890.91
81
72796.26
... More
Road A - 2 x 2 Culvert at km 23/813,24/200 ,25/200, 25/400 ,26/200, 26/400, 26/800 - 7 nos
42.77
7834
335066.17
... More
Road A - Protective wall at km 27/250 -27/300 & 27/890 - 27/940
331.88
12957
4300169.16
... More
Road A - Branch Road Improvement at km 27/100
890.99
18
16795.16
... More
Road A - Road Furniture
160
4696
751360
... More
Road A - Branch Road Improvement at km 24/700
135.96
123
16758.43
... More
Basic cost of value put to tender as per estimate
1
306703669
-
... More
Collection and supply of Carted earth including cost and conveyance to worksite and stacking them into road side for taking premeasurements and spreading the same in the low berms as directed by the Engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for making up berms as per MORTH Vth Rev., 111, 112, 401, 408, 900
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-
-
... More
Road A - 2 x 3 Culvert at km 24/0,24/466,24/600, 24/800, 25/600, 25/800, 26/600,27/200, 27/400, 27/600, 27/800 - 11 Nos
836.44
12101
10122521.6
... More
Road A - Junction Improvement at km 23/600
3530.64
18
66552.56
... More
Metal Beam Crash Barrier Type - A, "w" single Guard Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.70m high, comprising of 3mm thick wall “W” beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized having Zinc Mass of 550gms/ sqm, minimum 950mm above road/ ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer-in-charge
-
-
-
... More
Vibrated reinforced cement concrete M30 (Design mix) using 20mm ISS HBG graded 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, hire charges for tool and plants including all other incidental charges etc., complete for BASE SLAB, STEM, TOP SLAB OF BOX CULVERT .as per Sections 1500,1700 & 2704 of MORT&H Specifications(Fifth Revision).
-
-
-
... More
Road A - 2 x 3 Culvert at km 24/0,24/466,24/600, 24/800, 25/600, 25/800, 26/600,27/200, 27/400, 27/600, 27/800 - 11 Nos
64.11
95610
6129557.1
... More
Road A - Branch Road Improvement at km 27/100
44.55
8694
387326.61
... More
Road A - Junction Improvement at km 23/600
152.57
8694
1326474.09
... More
Compacted Cement Concrete of Grade M10 (Design Mix), using 40mm ISS HBG metal including cost and conveyance of al1 materials to site including cement at site including cost of formwork, soft water, labour changes for mixing, transporting, laying fig 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 for LEVELLING COURSE UNDER FOUNDATION OF ABUTMENTS, RETURN WALLS & PIERS as per section 2100 of MORT&H Specifications (Fifth Revision-2013).
-
-
-
... More
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 bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over granular surfaces treated with primer. MORTH No. 111, 112, 501, 503, 900.
-
-
-
... More
ROAD A 23/600 - 28/000
14576
123
1796637.76
... More
Road A - Protective wall at km 27/250 -27/300 & 27/890 - 27/940
44.5
5520
245640
... More
Road A - 2 x 3 Culvert at km 24/0,24/466,24/600, 24/800, 25/600, 25/800, 26/600,27/200, 27/400, 27/600, 27/800 - 11 Nos
128.92
6267
807941.64
... More
Road A - Junction Improvement at km 23/600
921.97
2211
2039056.51
... More
ROAD A 23/600 - 28/000
6205
1930
11981482.7
... More
Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant,conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor 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
-
-
-
... More
Add GST at 18%
1
55206660
-
... 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 DECK SLAB AND KERBS & SAFETY KERBS as per section 1500, 1700 & 2300 of MORT&H Specifications (Fifth Revision- 2013).
-
-
-
... More
Vibrated reinforced cement concrete M30 (Design mix) using 20mm ISS HBG graded 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, hire charges for tool and plants including all other incidental charges etc., complete for FOOTINGS OF RCC RETAINING WALLS. as per Sections 1500,1700 & 2704 of MORT&H Specifications(Fifth Revision).
-
-
-
... More
Road A - Road Furniture
10
25000
250000
... More
Road A - Branch Road Improvement at km 27/100
222.73
2211
492596.35
... More
Road A - Protective wall at km 27/250 -27/300 & 27/890 - 27/940
712
447
318548.8
... More
Providing and laying Dense Bituminous Macadam which work shall consist of construction, using crushed aggregates, (Table 500-10) premixed with VG 30 Grade Bitumen at the rate of minimum 4.50% by weight of the total mix confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporting the mix to the worksite, laying with paver finisher and compaction with smooth wheeled and vibratory roller in accordance with the requirements of the specification and in conformity with the drawing as directed by the Engineer for DBM (Grade-II ) as per MORTH No. 111, 112, 505, 900
-
-
-
... More
Blasting and removing the hard rock measured in solid in the foundation and removing the blasted stones and stacking the same for pre-measurement at site including the all other labour and incidental charges including the cost of the blasting materials and all other tools and plants employed etc., complete as per standard specifications for FOUNDATION OF ABUTMENTS, PIERS AND WINGS WALLS
-
-
-
... More
Road A - Minor Bridge at km 27/940
20.05
6522
130766.1
... More
Road A - Minor Bridge at km 27/940
306.96
11436
3510394.56
... More
Bituminous Concrete Grading II - Providingandlaying Bituminous Concrete to 30/40 mm thick using 0.13 cum of 19.009.50mm, 0.17 cum of 9.50-2.36 mm and 0.26 cum of 2.36 and below with 50.30kgs of VG40 bitumen for premixing per 10s qm including cost and conveyance of all materials to CMPsite, heating the bitumen and aggregate to required temperature andmixing themin required temperature incentral hotmixplant20-30 toncapacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniformthickness of 40mm with mechanical paver to the specified grades and cross section and consolidated by 8-10 tonne Vibratory to th erequired densityetc., including labour for attending to paver to site etc., including hire charges and fuel charges for20-30tCMPwithbitumenboiler, tipper trucks, Paver Finisher,Vibratory roller and all other tools and plant required, including fuel andall other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
-
-
-
... More
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.,complete as per Cl. 710.1.4 & Appendix 6 of IRC : 78-2014.
-
-
-
... More
Supply and fabrication of Fe-240 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 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, as per section 1009.3, 1600 of MoRT&(H) Specifications (Fiftli Revision-2013).
-
-
-
... More
Vibrated Reinforced Cement Concrete M-40, Grade, Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at 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. -1RM(For Estimate Purpose, mix 1:1.5:3)as per section 811, 1700 & 2703.3 of MORT&H Specifications (Fifth Itevirion-2013).
-
-
-
... More
Road A - Minor Bridge at km 27/940
122.98
9036
1111247.28
... More
Providing and fixing seepage pipes of 110mm 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 ABUTMENTS AND WINGS as per Appendix - 6 of IRC: 78 - 2014 & Sect ion 2706 of MORT& H speci fications (Fifth Revision)
-
-
-
... More
Compacted Cement Concrete of Grade M10 (Design Mix), using 40mm ISS HBG metal including cost and conveyance of al1 materials to site including cement at site including cost of formwork, soft water, labour changes for mixing, transporting, lfi ying 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 for LEVELLING COURSE UNDER FOUNDATION OF RETAININGWALL as per section 2100 of MORT&H Specifications (Fifth Revision-2013).
-
-
-
... More
Road A - Minor Bridge at km 27/940
43.35
110
4768.5
... More
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm over the existing Bituminous surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over granular surfaces treated with primer. MORTH No. 111, 112, 501, 503, 900.
-
-
-
... More
WET MIX MACADAM
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor 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 Clause No. 111, 112, 406 & 900.
-
-
-
... More
Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary conferdams, 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 cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation FOUNDATION OF BOX CULVERT AND RETURN WALL.
-
-
-
... More
Granular Sub-Base with Close Graded Material 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 soil compactor to achieve the desired density, complete as per clause 401
For Grading-V Material (Filter/ Separation Layer at Bottom)Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.
-
-
-
... More
ROAD A 23/600 - 28/000
9298
1841
17121709.12
... More
Supply and fixing of RCC guide post of size1.20 x 0.20 x 0.20 m with reflective star stickers with tin M.s sheet with two side packing and top cover of 0.75 inches in RCC 1: 2: 4 Mix using 20 mm HBG ISS metal with 10 mm. dia bars as vertical with 8mm dia Stirrups including 8.25 inches x 4.25 feet mould with star shape of 5 inches and top projection by 0.75 inches x 3 inches including cost and conveyance of materials to worksite etc., complete.,
-
-
-
... More
Earth work excavation in all classes of soils and depositing on bank, with all leads and lifts as per SS20B, Including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps 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 as per Section 300 of MORT&H Specifications(Fifth Revision).
-
-
-
... More
Road A - 4 x 4 Skew 30deg Culvert at km 24/952,26/902,27/893 -3 nos
11.28
5532
62408.41
... More
Road A - Road Furniture
120
4000
480000
... More
Providing and Laying Granular Sub-Base Grade- III consisting of well graded Material confirming to the grading given in Table No.400-1, 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 roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 401, 900.
-
-
-
... More
Tack Coat Over Primed Surface Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen 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 perClause 503 of MORTH Rev-5 as per MORTH Rev. V Clause No.111, 112,501, 503 & 900.
-
-
-
... More
Road A - Branch Road Improvement at km 24/700
87.65
8694
762046.63
... More
Road A - 4 x 4 Skew 30deg Culvert at km 24/952,26/902,27/893 -3 nos
37.44
6515
243946.69
... More
Road A - Road Furniture
480
470
225600
... More
Road A - 5 x 4 Culvert at km 25980 - 1No
198.23
123
24433.83
... More
Excavation for Roadway and drainage - Excavation including removal and satisfactory disposal of all materials 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, as per MORTH Specification. Box cutting . MORTH No. 111, 112, 301, 305, 900.
-
-
-
... More
Granular Sub-Base with Close Graded Material 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 soil compactor to achieve the desired density, complete as per clause 401 For Grading-III Material (Drainage Layer at Top)Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.
-
-
-
... More
Prime Coat Over WBM/ WMM Surface Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) 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 perClause 502 of MORTH Rev-5 as per MORTH Rev. V Clause No. 111,112,501,502 &900 .
-
-
-
... More
Road A - Road Furniture- 90cm High Octagon
20
8205
164100
... More
Providing, laying 75mm consolidated thick Dense Bituminous Macadam Grade-I using 0.40cum 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 VG30 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.
-
-
-
... More
Total Value of Contract Including 18% of GST
1
-
-
... More
Road A - Bus Bay at Km 23/8, 24/8,27/2 ,27/10 (BHS)
240
1930
463425.6
... More
Road A - Junction Improvement at km 23/600
46.99
9452
444155.12
... More
Road A - Minor Bridge at km 27/940
374.72
7308
2738479.99
... More
Road A - Minor Bridge at km 27/940
30.25
9227
279124.31
... More
Road A - Junction Improvement at km 23/600
87.2
26
2326.5
... More
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing onbank with all lead sand lifts asper SS20 B 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 , trimming of bottom of excavation back filling,clearingup the site andd is posal of all surplus materials etc., complete as per standard specification. For Formation of Embankment with conveyance of 12 km.
-
-
-
... More
Road A - 2 x 3 Culvert at km 24/0,24/466,24/600, 24/800, 25/600, 25/800, 26/600,27/200, 27/400, 27/600, 27/800 - 11 Nos
132.22
7223
955133.48
... More
Bituminous Macadam grading II (Providing and laying bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 40), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504) - as per MORTH Rev.V clause No.111, 112, 501, 504 & 900
-
-
-
... More
Road A - Road Furniture- 60 cm Circular
40
4513
180520
... More
Road A - Branch Road Improvement at km 24/700
52.59
11088
583132.65
... More
Road A - Minor Bridge at km 27/940
52
203
10561.2
... More
Road A - Branch Road Improvement at km 24/700
1753.02
81
143239.26
... More
Road A - Junction Improvement at km 23/600
107.84
21
2300.23
... More
Road A - Minor Bridge at km 27/940
26
5633
146458
... More
Road A - Road Furniture
28.08
11805
331484.4
... More
Road A - Bus Bay at Km 23/8, 24/8,27/2 ,27/10 (BHS)
348
1841
640821.12
... More
Road A - 2 x 2 Culvert at km 23/813,24/200 ,25/200, 25/400 ,26/200, 26/400, 26/800 - 7 nos
94.85
6348
602175.14
... More
Compacted Cement Concrete of Grade M10 (Design Mix), using 40mm ISS HBG metal including cost and conveyance of al1 materials to site including cement at site including cost of formwork, soft water, labour changes for mixing, transporting, lfi ying 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 for LEVELLING COURSE UNDER FOUNDATION OF RETAININGWALL as per section 2100 of MORT&H Specifications (Fifth Revision-2013).
-
-
-
... More
Tack Coat Over Primed Surface Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen 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 perClause 503 of MORTH Rev-5 as per MORTH Rev. V Clause No.111, 112,501, 503 & 900.
-
-
-
... More
ROAD A 23/600 - 28/000
139788
528
73942260.48
... More
Vibrated Plain Cement Concrete of M20 (Nominal Mix) using 40mm 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 Fig 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 UNDER ABU TMENTS, RETURN WALLS as per section 1500,1700 & 2100 of MORT&H Specifications (Fifth Revision-2013).
-
-
-
... More
Road A - Junction Improvement at km 23/600
613.63
21
13401.68
... More
Road A - Road Furniture
100
1220
122022
... More
Final Negotiated Value
1
-
-
... More
Road A - Branch Road Improvement at km 24/700
282.21
21
6163.47
... More
Road A - Road Furniture- 80cm X 60cm Rectangular
24
6349
152376
... More
Road A - 4 x 4 Skew 30deg Culvert at km 24/952,26/902,27/893 -3 nos
1054.53
11585
12217078.05
... More
Road A - 5 x 4 Culvert at km 25980 - 1No
57.05
6349
362210.45
... More
Road A - Minor Bridge at km 27/940
6.62
12319
81551.78
... More
Supply and fixing of HM stone of standard design and drawing as per IRC:26-1967, including painting and numbering etc., and all other incidental charges etc., complete.
-
-
-
... 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.
-
-
-
... More
Road A - 2 x 2 Culvert at km 23/813,24/200 ,25/200, 25/400 ,26/200, 26/400, 26/800 - 7 nos
350.42
12482
4373991.5
... More
Road A - Minor Bridge at km 27/940
64.68
653
42261.91
... More
Road A - Minor Bridge at km 27/940
46.41
1389
64463.49
... More
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 of MORTH Specification over WMM. MORTH No. 111, 112, 501, 502, 900.
-
-
-
... More
Vibrated cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for ixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges,formwork,cost of premoulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab as per section 2702.2 of MORT&H Specifications (Fifth Revision-2013).
-
-
-
... More
Road A - 4 x 4 Skew 30deg Culvert at km 24/952,26/902,27/893 -3 nos
113.85
6236
710006.17
... More
Road A - 5 x 4 Culvert at km 25980 - 1No
22.9
6996
160208.4
... 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 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 75x75x6mm 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 M15 grade cement concrete 45cm x 45cm x 60cm size including cost and conveyance of all materials, eqipment, 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 - Relectro 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) for sign having area more than 0.9 sqm) Type-IV
-
-
-
... More
Road A - 2 x 3 Culvert at km 24/0,24/466,24/600, 24/800, 25/600, 25/800, 26/600,27/200, 27/400, 27/600, 27/800 - 11 Nos
196.35
6343
1245626.73
... More
Road A - Minor Bridge at km 27/940
155
1809
280395
... More
Providing compaction for embankment / making up of low berms using the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc.,complete and as directed by the departmental engineers. (For Refilling in Between Kerb & Island)
-
-
-
... More
Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Parapet.
-
-
-
... More
ROAD A 23/600 - 28/000
42379
18
798844.15
... More
Road A - Junction Improvement at km 23/600
9.17
123
1130.29
... More
Road A - 4 x 4 Skew 30deg Culvert at km 24/952,26/902,27/893 -3 nos
82.32
95610
7870615.2
... More
Prime Coat Over WBM/ WMM Surface Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) 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 perClause 502 of MORTH Rev-5 as per MORTH Rev. V Clause No. 111,112,501,502 &900 .
-
-
-
... More
Plain Cement Concrete M20 grade (Nominal Mix 1:1.5:3) using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for LEVELLING COURSE OF BOX CULVERT
-
-
-
... More
Road A - Branch Road Improvement at km 27/100
63.48
123
7824.55
... More
Road A - Bus Bay at Km 23/8, 24/8,27/2 ,27/10 (BHS)
3612
528
1910603.52
... More
Road A - Road Furniture
4018.65
890
3576598.5
... More
Providing and fixing 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., complete as per Section 2705 of MORT&H Specifications(Fifth Revision).
-
-
-
... More
Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @250 gms. Per sqm area thickness of 2.5mm 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 MORT&H specification No.803
-
-
-
... More
Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm 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 and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL- BELOW SILL LEVEL
-
-
-
... More
ROAD A 23/600 - 28/000
42379
81
3462788.09
... More
Road A - Minor Bridge at km 27/940
347.21
123
42797.11
... More
Retro-Reflectorised Traffic Signs (with out definition board) Type - IV Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) 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 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 MIS 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&HSpecification No.801)
-
-
-
... More
Filling behind Abutments and Wings with clean gritty gravel 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 as per Cl. 710.1.4 & Appendix 6 of IRC : 78-2014 and Section 305 of MoRT&(H) specifications (Fifth Revision).
-
-
-
... More
Road A - 4 x 4 Skew 30deg Culvert at km 24/952,26/902,27/893 -3 nos
180
203
36558
... More
Solar Blinker
Proving and fixing Solar powered Traffic Blinkers of 30cm dia with Polycarbonate Dome 5mm Red of Led 150 Nos. iri each Red Blinkers Light - 1 No. with Red / White / Blue Led Blinkers Delineator Solar Panel : 12v 50w Solar Panel — 1 No. 12v 18 AH Battery - 1 No. with Box, Solar Circuit Controller Board Box. Straight Pole : MS Pole 3” dia 2.5mm thick 18 Feet height pole (1 No.) with 2 Feet under ground pole foundation, pole painting including transportation charges, installation charges etc., complete as per standard specification
-
-
-
... More
Road A - 2 x 2 Culvert at km 23/813,24/200 ,25/200, 25/400 ,26/200, 26/400, 26/800 - 7 nos
56.63
6272
355191.29
... More
Basic cost of value put to tender as per Estimate
-
-
306703669
... More
Clearing and grubbing road land - Heavy Jungle (Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m as per Technical Specification Clause 201)
-
-
-
... More
Road A - Minor Bridge at km 27/940
118.88
343
40775.84
... More
Road A - Minor Bridge at km 27/940
202
858
173316
... More
Road A - 4 x 4 Skew 30deg Culvert at km 24/952,26/902,27/893 -3 nos
781.83
447
349790.74
... More
Supply and fabrication of Fe-500 grade steel required for all RCC items of works involved in the schedule cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping 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 as per section 1600 of MORT&H Specifications (Fifth Revision)
-
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Total Value put to Tender
1
361910329
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Benching, Hard rock upto an average of 10cm depth including all albour and incidental charges and hire charges for tools and plants employed etc., complete in the FOUNDATION OF ABUTMENTS AND WING WALLS.
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Providing and fixing seepage pipes of 110mm 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 RATAININGWALL as per Appendix - 6 of IRC: 78 - 2014 & Sect ion 2706 of MORT& H speci fications (Fifth Revision)
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Road Delineators
Supplying and installation of delineators (road way indicators, hazard markers and object markers), 80-100 ern high above ground level, painted at alternatively black and white in 15 em wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 etc., complete (as per MORT&Hspecification No. 806)
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Road A - 4 x 4 Skew 30deg Culvert at km 24/952,26/902,27/893 -3 nos
81.9
9227
755746.17
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Road A - Minor Bridge at km 27/940
257.42
843
217185.25
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Road A - Minor Bridge at km 27/940
18.5
9489
175547.24
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Road A - Minor Bridge at km 27/940
18.15
13476
244589.4
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Road A - 5 x 4 Culvert at km 25980 - 1No
11.73
95610
1121218.47
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Road A - 2 x 2 Culvert at km 23/813,24/200 ,25/200, 25/400 ,26/200, 26/400, 26/800 - 7 nos
24.16
95610
2309650.77
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Picking 5cm to 10cm old metalled surface and sectioning 1Sqm. Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse including all other incidental charges etc., complete as per standard specifications as per MORTH Rev. V Clause No. 111, 112, 202,305.4.3 & 501.
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Road A - Branch Road Improvement at km 27/100
26.73
11088
296389.72
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Granular Sub-Base with Close Graded Material 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 soil compactor to achieve the desired density, complete as per clause 401For Grading-III Material (Drainage Layer at Top)Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.
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Hazard Marker Traffic Signs - Type-IV
Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRe-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 IRe 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 IRe 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 IRe 67:2012. (as per MORT&HSpecification No.801)
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Road A - Minor Bridge at km 27/940
2.93
95610
280137.3
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Road A - Road Furniture
20
574
11493
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Road A - Road Furniture
8
540490
4323920
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Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm 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 and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL- ABOVE SILL LEVEL
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Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water shoring strutting, walling and forming protective bunds whereever necessary etc., complete as per relevent standard specification for DRESSING THE BED UPTO SILL LEVEL.
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Road A - 2 x 2 Culvert at km 23/813,24/200 ,25/200, 25/400 ,26/200, 26/400, 26/800 - 7 nos
155.19
9600
1489934.19
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Vibrated reinforced cement concrete M25 (Design mix) using 20mm ISS HBG graded 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, hire charges for tool and plants including all other incidental charges etc., complete for FOOTINGS OF RCC RETAINING WALLS. as per Sections 1500,1700 & 2704 of MORT&H Specifications(Fifth Revision).
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WET MIX MACADAM
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor 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 Clause No. 111, 112, 406 & 900.
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Vibrated Plain cement concrete M15 (Nominal mix 1:2:4) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site, including labour charges for mixing concrete, laying, curing concrete, hire charges for tool and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete for BASE COURSE BOX PORTION & APRON. as per Sections 1500, 1700 & 2704 of MORT&H Specifications(Fifth Revision).
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Road A - Branch Road Improvement at km 24/700
438.26
2211
969268.96
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Road A - 4 x 4 Skew 30deg Culvert at km 24/952,26/902,27/893 -3 nos
171
10672
1825026.57
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Supply and fabrication of Fe-500 grade steel required for all RCC items of works involved in the schedule cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping 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 as per section 1600 of MORT&H Specifications (Fifth Revision)
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Vibrated reinforced cement concrete M30 design mix using ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental changes etc., complete for APPROACH SLAB as per section 1500, 1700 & 2704 of MORT&H Specifications (Fifth Revision-2013).
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Compacted Plain Cement Concrete M20 (Nominal Mix), using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges tor mixing , transporting, laying, and Curing concrete working in heights and hire charges for tools and plants, and all other incidental chargesetc complete as per relevant specification for CC PARAPET as per section 1500,1700 & 2704 of MoRT&(H) Specifications (Fifth Revision-2013).
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Road A - Bus Bay at Km 23/8, 24/8,27/2 ,27/10 (BHS)
600
2211
1326978
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Supply and fixing of Kilometre stone of standard design and drawing as per IRC:8-1980 (second revision),including painting and numbering etc., and all other incidental charges etc., complete.
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Road A - 5 x 4 Culvert at km 25980 - 1No
17.13
6272
107439.36
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Road A - 4 x 4 Skew 30deg Culvert at km 24/952,26/902,27/893 -3 nos
18
2498
44965.8
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Road A - Minor Bridge at km 27/940
458.92
672
308807.27
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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 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.as per section 2705 of MORT&H Specifications (Fifth Itevirion-2013).
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Granular Sub-Base with Close Graded Material 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 soil compactor to achieve the desired density, complete as per clause 401
For Grading-V Material (Filter/ Separation Layer at Bottom) Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.
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ROAD A 23/600 - 28/000
10595
2211
23432219.85
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Road A - Junction Improvement at km 23/600
523.42
1815
950028.24
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Road A - 2 x 3 Culvert at km 24/0,24/466,24/600, 24/800, 25/600, 25/800, 26/600,27/200, 27/400, 27/600, 27/800 - 11 Nos
645.15
8501
5484594.34
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Providing and Laying Granular Sub-Base Grade- V consisting of well graded Material confirming to the grading given in Table No.400-1, 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 roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 401, 900.
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Vibrated Plain cement concrete M15 (Nominal mix 1:2:4) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site, including labour charges for mixing concrete, laying, curing concrete, hire charges for tool 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 as per Sections 1500, 1700 & 2704 of MORT&H Specifications(Fifth Revision).
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Calculation of SubTotal, GST and Total Amount carried out by system automatically
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Providing, laying 75mm consolidated thick Dense Bituminous Macadam-Gr I using 0.24cum of 26.50 13.20mm, 0.25 cum of 13.20 -2.36 mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30 Grade bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min there quired temperature in Central Hot Mix Plant 20-30 toncapacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending topaver at site etc., including hire and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks,Paver Finisher, Vibratory rollers andall other tools andplant required, includingall other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5
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Providing and fixing seepage pipes of 110mm 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 as per Appendix - 6 of IRC: 78 - 2014 & Sect ion 2706 of MORT& H specifications (Fifth Revision)
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Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for BOTTOM SLAB, Body wall and Top Slab OF BOX CULVERT.
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Filling under the box culvert with crushed stone sand 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.
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Providing and laying Bituminous Concrete which work shall consist of construction using coarse aggregates (Table 500-17) premixed with VG 30 Grade Bitumen at the rate of minimum 5.40% by weight of the total mix confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporting the mix to the worksite, laying with paver finisher and compaction with smooth wheeled and vibratory roller in accordance with the requirements of the specification and in conformity with the drawing as directed by the Engineer for BC (Grade-II) as per MORTH No. 111, 112, 507, 900
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