Highways Department Tender

The Highways Department has issued a formal invitation for competitive bids for Formation Of Outer Ring Road To Sivakasi Town From Km 28/0- 33/520 Connecting Sivakasi - Erichanatham Road (md689) With Sivakasi - in Virudhunagar, Tamil Nadu, with an estimated contract value of Rs. 48,88,00,000. 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

Works

Civil And Construction

Road Construction

Eprocure

Virudhunagar, Tamil Nadu

Opening Date7 Nov 2024

Closing Date6 Dec 2024

Tender Amount₹ 48,88,00,000

Email

Download

Costs

EMD
₹ 24,58,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Formation Of Outer Ring Road To Sivakasi Town From Km 28/0- 33/520 Connecting Sivakasi - Erichanatham Road (md689) With Sivakasi -

Description

Unlock the Tender details for free

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_499336_1
Bid Award Id
View
Tender No
TN.No 50/2024-25/HDO, DATED 28.10.2024
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

Unlock the Tender details for free

GEM & Bid Advisory Services

Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost

Request Call Back

Documents

Tender Notice-195.9 kBTendernotice_1.pdf

NIT

BOQ-1703.5 kBBOQ_593509.xls

BOQ

Document-61.6 MBPB.pdf

PB

Document-5887.1 kBPQ.pdf

PQ

Document-4674.9 kBPQ_1.pdf

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

Final Negotiated Value

Quantity1

Rate-

Amount -

Road A - Road Furniture

Quantity120

Rate2400

Amount 288000

ROAD A - Five Cell Box Culvert 5.0m x 4.0m at km 27/940

Quantity121.2

Rate11848

Amount 1435977.6

Providing and Fixing of Retro Reflctorsied sign boards made out of cube corner micro prismatic grade sheeting of Type - XI standards of IRC 67-2012 and ASTM D 4956-09 specification, Digitally Printed UV Inkjet Printer (UVIJ) for traffic colour, images/logos/text and laminated with clear electro - cuttable film and applied to properly prepared sign substrates, fixed over 2mm aluminium sheet with back supporting frame of 50 x 50x 6mm Mild steel "L" angle and supported on a 150NB (Nominal Bore) pipe with 4.50mm thick with an overall height from top of the board to foundation. The sign board should be of 2.10m clear height from the ground level to the bottom of the sign board and 1.10m 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 of size 450x450x1100mm including cost and conveyance of all materials, equipment, machineries to worksite, imcluding all labour charges for fixing the gantry un position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by engineer-in-charge etc., complete. The Micro prismatic sheeting should have minimum 70% co-effificent of Retro - reflection values as per Table 6.90 of IRC 67-2012. The retro - reflective sheeting shall be coverd under 10 years warranty issued for field performance and a certified copy of 3 years outdoor exposure report shall be obtained as per IRC 67-2012. The warranty shall be inclusive of digitally printed images/logos/test/legends and their bonding to the retro - reflective sheeting (as per MORT&H specification No 801) of size - 3.64mx2.4m

Quantity-

Rate-

Amount -

ROAD A - 5.0m x 4.0m at at km 28/111, 28/127, 28/596,28/744,32/453, 32/730, 32/750,32/770,33/045,33/065,33/085-11 nos

Quantity627.55

Rate6370

Amount 3997775.9

Vibrated Plain cement concrete M20 (Nominal mix 1:1.5:3) 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).

Quantity-

Rate-

Amount -

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.,

Quantity-

Rate-

Amount -

ROAD A - Five Cell Box Culvert 5.0m x 4.0m at km 27/940

Quantity18

Rate5499

Amount 98982

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).

Quantity-

Rate-

Amount -

Road A - Road Furniture

Quantity5

Rate2197

Amount 10985

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.

Quantity-

Rate-

Amount -

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.

Quantity-

Rate-

Amount -

ROAD A - 4.0m x 4.0m skew 30 at km 29/884 -1 nos

Quantity6

Rate2498

Amount 14988.6

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

Quantity-

Rate-

Amount -

ROAD A - 4.0m x 4.0m skew 30 at km 29/884 -1 nos

Quantity7

Rate5520

Amount 38640

ROAD A - 4.0m x 4.0m skew 30 at km 29/884 -1 nos

Quantity57

Rate10672

Amount 608304

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).

Quantity-

Rate-

Amount -

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)

Quantity-

Rate-

Amount -

ROAD A - 5.0m x 4.0m at at km 28/111, 28/127, 28/596,28/744,32/453, 32/730, 32/750,32/770,33/045,33/065,33/085-11 nos

Quantity188.43

Rate6293

Amount 1185927.54

Road A - Junction Improvement at km 33/500

Quantity699.66

Rate21

Amount 15280.57

Road A - Junction Improvement at km 28/100

Quantity40

Rate353

Amount 14135.6

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.

Quantity-

Rate-

Amount -

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.

Quantity-

Rate-

Amount -

ROAD A - Five Cell Box Culvert 5.0m x 4.0m at km 27/940

Quantity940.28

Rate447

Amount 420681.27

ROAD A - 5.0m x 4.0m at at km 28/111, 28/127, 28/596,28/744,32/453, 32/730, 32/750,32/770,33/045,33/065,33/085-11 nos

Quantity2011.79

Rate11070

Amount 22270696.36

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).

Quantity-

Rate-

Amount -

ROAD A - Bus bay at Km 30/6 L/S,30/10 R/S,31/4 ,33/4 (BHS)

Quantity72

Rate11088

Amount 798356.16

Road A - Branch Road Improvement at km 30/6 & 30/8

Quantity35.71

Rate11088

Amount 395962.48

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).

Quantity-

Rate-

Amount -

ROAD A 28/000 - 33/520

Quantity153762

Rate517

Amount 79536469.74

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 APPROACH SLAB as per Sections 1500,1700 & 2704 of MORT&H Specifications(Fifth Revision).

Quantity-

Rate-

Amount -

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).

Quantity-

Rate-

Amount -

ROAD A - 2.0m x 2.0m at at km 29/00, 29/200, 29/400,29/600,30/600, 30/800,3 1/00,32/00,32/200,32/400,32/600,33/200,33/400-13 nos

Quantity851.37

Rate123

Amount 104939.87

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).

Quantity-

Rate-

Amount -

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.

Quantity-

Rate-

Amount -

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)

Quantity-

Rate-

Amount -

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.

Quantity-

Rate-

Amount -

ROAD A - Five Cell Box Culvert 5.0m x 4.0m at km 27/940

Quantity20

Rate2498

Amount 49962

Road A - Road Furniture

Quantity8

Rate157550

Amount 1260400

ROAD A - 2.0m x 3.0m at km 28/400, 28/800, 29/800, 31/200, 31/400, 31/600, 31/800-7 nos

Quantity659.82

Rate123

Amount 81329.41

Road A - Branch Road Improvement at km 31/400

Quantity773.39

Rate81

Amount 63185.96

ROAD A - 2.0m x 2.0m at at km 29/00, 29/200, 29/400,29/600,30/600, 30/800,3 1/00,32/00,32/200,32/400,32/600,33/200,33/400-13 nos

Quantity650.78

Rate12502

Amount 8136149.18

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

Quantity-

Rate-

Amount -

Total Value put to Tender

Quantity1

Rate488751887

Amount -

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.

Quantity-

Rate-

Amount -

Road A - Junction Improvement at km 33/500

Quantity118.65

Rate11088

Amount 1315624.42

ROAD A - Protective wall at km 32/770 - 33/0 and 33/0 - 33/045

Quantity912.66

Rate12965

Amount 11833394.41

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

Quantity-

Rate-

Amount -

ROAD A - Bus bay at Km 30/6 L/S,30/10 R/S,31/4 ,33/4 (BHS)

Quantity3612

Rate517

Amount 1868379.24

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).

Quantity-

Rate-

Amount -

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.

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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).

Quantity-

Rate-

Amount -

Road A - Branch Road Improvement at km 31/400

Quantity116.01

Rate1920

Amount 222813.45

ROAD A - 2.0m x 2.0m at at km 29/00, 29/200, 29/400,29/600,30/600, 30/800,3 1/00,32/00,32/200,32/400,32/600,33/200,33/400-13 nos

Quantity44.86

Rate95610

Amount 4289064.6

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.

Quantity-

Rate-

Amount -

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.

Quantity-

Rate-

Amount -

ROAD A - 2.0m x 2.0m at at km 29/00, 29/200, 29/400,29/600,30/600, 30/800,3 1/00,32/00,32/200,32/400,32/600,33/200,33/400-13 nos

Quantity288.21

Rate9620

Amount 2772845.35

ROAD A - 5.0m x 4.0m at at km 28/111, 28/127, 28/596,28/744,32/453, 32/730, 32/750,32/770,33/045,33/065,33/085-11 nos

Quantity129

Rate95610

Amount 12333690

ROAD A - 4.0m x 4.0m skew 30 at km 29/884 -1 nos

Quantity296.66

Rate672

Amount 199622.51

Road A - Road Furniture- 90cm High Octagon

Quantity30

Rate8205

Amount 246150

Add GST at 18% of Final Negotiated Value

Quantity1

Rate-

Amount -

ROAD A - Five Cell Box Culvert 5.0m x 4.0m at km 27/940

Quantity570

Rate447

Amount 255018

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.

Quantity-

Rate-

Amount -

ROAD A 28/000 - 33/520

Quantity4246

Rate9452

Amount 40133701.52

ROAD A - Bus bay at Km 30/6 L/S,30/10 R/S,31/4 ,33/4 (BHS)

Quantity240

Rate1996

Amount 479265.6

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.

Quantity-

Rate-

Amount -

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.

Quantity-

Rate-

Amount -

ROAD A - Protective wall at km 32/770 - 33/0 and 33/0 - 33/045

Quantity1958

Rate447

Amount 876009.2

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).

Quantity-

Rate-

Amount -

ROAD A - Bus bay at Km 30/6 L/S,30/10 R/S,31/4 ,33/4 (BHS)

Quantity2400

Rate81

Amount 196104

Road A - Junction Improvement at km 28/100

Quantity481.24

Rate491

Amount 236500.59

Road A - Branch Road Improvement at km 30/6 & 30/8

Quantity1190.33

Rate81

Amount 97261.86

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

Quantity-

Rate-

Amount -

ROAD A - 2.0m x 3.0m at km 28/400, 28/800, 29/800, 31/200, 31/400, 31/600, 31/800-7 nos

Quantity410.55

Rate8516

Amount 3496477.81

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

Quantity-

Rate-

Amount -

Road A - Road Furniture

Quantity34.56

Rate11805

Amount 407980.8

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)

Quantity-

Rate-

Amount -

ROAD A - 4.0m x 4.0m skew 30 at km 29/884 -1 nos

Quantity24.01

Rate10209

Amount 245118.09

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).

Quantity-

Rate-

Amount -

Road A - Road Furniture

Quantity160

Rate4696

Amount 751360

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.

Quantity-

Rate-

Amount -

ROAD A - 2.0m x 2.0m at at km 29/00, 29/200, 29/400,29/600,30/600, 30/800,3 1/00,32/00,32/200,32/400,32/600,33/200,33/400-13 nos

Quantity105.17

Rate6292

Amount 661745.42

ROAD A - 5.0m x 4.0m at at km 28/111, 28/127, 28/596,28/744,32/453, 32/730, 32/750,32/770,33/045,33/065,33/085-11 nos

Quantity30.91

Rate7264

Amount 224552.8

ROAD A - 4.0m x 4.0m skew 30 at km 29/884 -1 nos

Quantity60

Rate203

Amount 12186

ROAD A 28/000 - 33/520

Quantity99360

Rate8

Amount 852508.8

Road A - Junction Improvement at km 33/500

Quantity569.36

Rate1947

Amount 1108566.69

Road A - Junction Improvement at km 33/500

Quantity40

Rate353

Amount 14135.6

ROAD A - 5.0m x 4.0m at at km 28/111, 28/127, 28/596,28/744,32/453, 32/730, 32/750,32/770,33/045,33/065,33/085-11 nos

Quantity1704.78

Rate7963

Amount 13576407.63

Road A - Road Furniture

Quantity4875

Rate480

Amount 2340000

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).

Quantity-

Rate-

Amount -

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).

Quantity-

Rate-

Amount -

ROAD A - 4.0m x 4.0m skew 30 at km 29/884 -1 nos

Quantity14.97

Rate16994

Amount 254405.27

Negotiated Percentage

Quantity1

Rate-

Amount -

Road A - Branch Road Improvement at km 31/400

Quantity23.2

Rate11088

Amount 257248.1

Calculation of SubTotal, GST and Total Amount carried out by system automatically

Quantity-

Rate-

Amount -

ROAD A 28/000 - 33/520

Quantity11643

Rate1907

Amount 22208323.92

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).

Quantity-

Rate-

Amount -

ROAD A - 4.0m x 4.0m skew 30 at km 29/884 -1 nos

Quantity351.51

Rate11585

Amount 4072243.35

ROAD A - Protective wall at km 32/770 - 33/0 and 33/0 - 33/045

Quantity66.28

Rate95610

Amount 6337030.8

Road A - Junction Improvement at km 28/100

Quantity3032.86

Rate81

Amount 247814.99

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).

Quantity-

Rate-

Amount -

Road A - Junction Improvement at km 28/100

Quantity60.86

Rate21

Amount 1298.14

ROAD A - Five Cell Box Culvert 5.0m x 4.0m at km 27/940

Quantity36

Rate5534

Amount 199224

Road A - Junction Improvement at km 33/500

Quantity2024.86

Rate517

Amount 1047399.33

Tack Coat Over Existing BT Surface Providing and laying Tack Coat over Existing BT surface using 2 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 andall other incidental charges etc., complete as perClause 503 of MORTH Rev-5 as per MORTH Rev. V Clause No.111, 112,501, 503 & 900.

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

ROAD A - 4.0m x 4.0m skew 30 at km 29/884 -1 nos

Quantity108

Rate447

Amount 48319.2

ROAD A - 4.0m x 4.0m skew 30 at km 29/884 -1 nos

Quantity3.76

Rate5520

Amount 20755.2

ROAD A - Five Cell Box Culvert 5.0m x 4.0m at km 27/940

Quantity19.28

Rate95610

Amount 1843360.8

Road A - Road Furniture

Quantity5513.47

Rate890

Amount 4906988.3

Road A - Junction Improvement at km 33/500

Quantity42.73

Rate9452

Amount 403889.09

ROAD A - 2.0m x 3.0m at km 28/400, 28/800, 29/800, 31/200, 31/400, 31/600, 31/800-7 nos

Quantity532.28

Rate12117

Amount 6449791.12

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.

Quantity-

Rate-

Amount -

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.

Quantity-

Rate-

Amount -

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).

Quantity-

Rate-

Amount -

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.

Quantity-

Rate-

Amount -

Road A - Road Furniture

Quantity24

Rate25000

Amount 600000

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.

Quantity-

Rate-

Amount -

Road A - Road Furniture

Quantity200

Rate4000

Amount 800000

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).

Quantity-

Rate-

Amount -

ROAD A - Bus bay at Km 30/6 L/S,30/10 R/S,31/4 ,33/4 (BHS)

Quantity600

Rate2211

Amount 1326978

ROAD A 28/000 - 33/520

Quantity53071

Rate81

Amount 4336431.41

Road A - Branch Road Improvement at km 31/400

Quantity193.34

Rate2010

Amount 388640.47

ROAD A - Five Cell Box Culvert 5.0m x 4.0m at km 27/940

Quantity79.66

Rate10336

Amount 823365.76

Add GST at 18%

Quantity1

Rate74555373

Amount -

Basic cost of value put to tender as per estimate

Quantity1

Rate414196514

Amount -

Road A - Branch Road Improvement at km 31/400

Quantity63.17

Rate123

Amount 7786.33

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.

Quantity-

Rate-

Amount -

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).

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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).

Quantity-

Rate-

Amount -

Road A - Branch Road Improvement at km 30/6 & 30/8

Quantity178.55

Rate1907

Amount 340573.41

Road A - Road Furniture

Quantity240

Rate470

Amount 112800

ROAD A - Five Cell Box Culvert 5.0m x 4.0m at km 27/940

Quantity117.58

Rate338

Amount 39836.1

Road A - Branch Road Improvement at km 31/400

Quantity117.42

Rate21

Amount 2564.45

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

Quantity-

Rate-

Amount -

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.

Quantity-

Rate-

Amount -

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.

Quantity-

Rate-

Amount -

ROAD A - 4.0m x 4.0m skew 30 at km 29/884 -1 nos

Quantity34.19

Rate1590

Amount 54362.1

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.

Quantity-

Rate-

Amount -

ROAD A - Five Cell Box Culvert 5.0m x 4.0m at km 27/940

Quantity54.6

Rate9241

Amount 504558.6

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).

Quantity-

Rate-

Amount -

ROAD A - Protective wall at km 32/770 - 33/0 and 33/0 - 33/045

Quantity813

Rate203

Amount 165120.3

Road A - Junction Improvement at km 28/100

Quantity134.4

Rate26

Amount 3585.79

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).

Quantity-

Rate-

Amount -

ROAD A - 2.0m x 2.0m at at km 29/00, 29/200, 29/400,29/600,30/600, 30/800,3 1/00,32/00,32/200,32/400,32/600,33/200,33/400-13 nos

Quantity176.15

Rate6368

Amount 1121858.84

ROAD A - Five Cell Box Culvert 5.0m x 4.0m at km 27/940

Quantity876.2

Rate673

Amount 590471.18

Road A - Road Furniture- 60 cm Circular

Quantity52

Rate4513

Amount 234676

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).

Quantity-

Rate-

Amount -

ROAD A - Five Cell Box Culvert 5.0m x 4.0m at km 27/940

Quantity134.28

Rate6362

Amount 854289.36

Road A - Junction Improvement at km 33/500

Quantity334.2

Rate494

Amount 165251.87

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 BOX CULVERT, CUTOFF WALL AND APRON as per Section 300 of MoRT&H Specifications (V) Revision

Quantity-

Rate-

Amount -

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.

Quantity-

Rate-

Amount -

ROAD A - 4.0m x 4.0m skew 30 at km 29/884 -1 nos

Quantity3.74

Rate95610

Amount 357581.4

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).

Quantity-

Rate-

Amount -

Quoted Rate in Figures (Total Value of Contract Including 18% of GST )

Quantity-

Rate-

Amount -

Road A - Junction Improvement at km 33/500

Quantity3845.75

Rate81

Amount 314197.78

Road A - Road Furniture

Quantity120

Rate1220

Amount 146426.4

ROAD A - 4.0m x 4.0m skew 30 at km 29/884 -1 nos

Quantity260.61

Rate447

Amount 116596.91

ROAD A - 2.0m x 3.0m at km 28/400, 28/800, 29/800, 31/200, 31/400, 31/600, 31/800-7 nos

Quantity40.8

Rate95610

Amount 3900888

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.

Quantity-

Rate-

Amount -

ROAD A - 2.0m x 2.0m at at km 29/00, 29/200, 29/400,29/600,30/600, 30/800,3 1/00,32/00,32/200,32/400,32/600,33/200,33/400-13 nos

Quantity79.43

Rate7854

Amount 623855.14

Road A - Road Furniture- 80cm X 60cm Rectangular

Quantity40

Rate6349

Amount 253960

Road A - Branch Road Improvement at km 30/6 & 30/8

Quantity119.5

Rate123

Amount 14729.57

Road A - Junction Improvement at km 28/100

Quantity60.64

Rate9452

Amount 573176.56

ROAD A 28/000 - 33/520

Quantity1592.11

Rate11088

Amount 17653761.47

Road A - Junction Improvement at km 33/500

Quantity108.92

Rate21

Amount 2322.17

ROAD A - Bus bay at Km 30/6 L/S,30/10 R/S,31/4 ,33/4 (BHS)

Quantity2400

Rate18

Amount 45216

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)

Quantity-

Rate-

Amount -

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.

Quantity-

Rate-

Amount -

ROAD A - 5.0m x 4.0m at at km 28/111, 28/127, 28/596,28/744,32/453, 32/730, 32/750,32/770,33/045,33/065,33/085-11 nos

Quantity251.9

Rate7018

Amount 1767856.87

ROAD A - 2.0m x 3.0m at km 28/400, 28/800, 29/800, 31/200, 31/400, 31/600, 31/800-7 nos

Quantity82.04

Rate6282

Amount 515399.07

Road A - Branch Road Improvement at km 30/6 & 30/8

Quantity59.52

Rate8694

Amount 517478.78

Road A - Road Furniture

Quantity12

Rate574

Amount 6895.8

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 .

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Road A - Branch Road Improvement at km 30/6 & 30/8

Quantity131.22

Rate21

Amount 2865.85

Road A - Branch Road Improvement at km 31/400

Quantity773.39

Rate18

Amount 14570.67

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)

Quantity-

Rate-

Amount -

ROAD A - Five Cell Box Culvert 5.0m x 4.0m at km 27/940

Quantity265.5

Rate12182

Amount 3234321

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).

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Road A - Branch Road Improvement at km 30/6 & 30/8

Quantity1190.33

Rate18

Amount 22425.82

ROAD A - 2.0m x 3.0m at km 28/400, 28/800, 29/800, 31/200, 31/400, 31/600, 31/800-7 nos

Quantity8.54

Rate7253

Amount 61943.1

ROAD A - 4.0m x 4.0m skew 30 at km 29/884 -1 nos

Quantity37.95

Rate6236

Amount 236656.2

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.

Quantity-

Rate-

Amount -

Road A - Branch Road Improvement at km 30/6 & 30/8

Quantity297.58

Rate2211

Amount 658136.86

Road A - Junction Improvement at km 28/100

Quantity11.19

Rate123

Amount 1379.28

Basic cost of value put to tender as per Estimate

Quantity-

Rate-

Amount 414196514

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.

Quantity-

Rate-

Amount -

ROAD A - 2.0m x 3.0m at km 28/400, 28/800, 29/800, 31/200, 31/400, 31/600, 31/800-7 nos

Quantity124.95

Rate6359

Amount 794593.29

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).

Quantity-

Rate-

Amount -

ROAD A - 2.0m x 3.0m at km 28/400, 28/800, 29/800, 31/200, 31/400, 31/600, 31/800-7 nos

Quantity84.14

Rate7239

Amount 609113.86

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 .

Quantity-

Rate-

Amount -

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)

Quantity-

Rate-

Amount -

ROAD A - Five Cell Box Culvert 5.0m x 4.0m at km 27/940

Quantity72.28

Rate95610

Amount 6910690.8

ROAD A - 4.0m x 4.0m skew 30 at km 29/884 -1 nos

Quantity27.3

Rate9227

Amount 251903.93

Road A - Junction Improvement at km 33/500

Quantity168.34

Rate8694

Amount 1463581.63

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)

Quantity-

Rate-

Amount -

ROAD A - Five Cell Box Culvert 5.0m x 4.0m at km 27/940

Quantity24.96

Rate6642

Amount 165784.32

Road A - Junction Improvement at km 33/500

Quantity82.29

Rate26

Amount 2195.5

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).

Quantity-

Rate-

Amount -

Road A - Junction Improvement at km 28/100

Quantity286.58

Rate21

Amount 6258.91

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)

Quantity-

Rate-

Amount -

Road A - Junction Improvement at km 33/500

Quantity997.36

Rate2211

Amount 2205791.3

Road A - Road Furniture - 60cm x 45cm rectangular

Quantity26

Rate5184

Amount 134784

ROAD A - Five Cell Box Culvert 5.0m x 4.0m at km 27/940

Quantity1148.3

Rate11615

Amount 13337757.13

Road A - Junction Improvement at km 28/100

Quantity92.81

Rate11088

Amount 1029103.27

ROAD A - 4.0m x 4.0m skew 30 at km 29/884 -1 nos

Quantity27.44

Rate95610

Amount 2623538.4

Road A - Junction Improvement at km 28/100

Quantity116.77

Rate8694

Amount 1015221.73

ROAD A - Bus bay at Km 30/6 L/S,30/10 R/S,31/4 ,33/4 (BHS)

Quantity348

Rate1907

Amount 663789.12

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

Quantity-

Rate-

Amount -

Road A - Junction Improvement at km 28/100

Quantity80.58

Rate1970

Amount 158786.11

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

Quantity-

Rate-

Amount -

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 .

Quantity-

Rate-

Amount -

ROAD A 28/000 - 33/520

Quantity16740

Rate123

Amount 2063372.4

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).

Quantity-

Rate-

Amount -

Road A - Junction Improvement at km 28/100

Quantity2437

Rate517

Amount 1260586.99

ROAD A 28/000 - 33/520

Quantity7770

Rate1996

Amount 15516223.8

ROAD A - 5.0m x 4.0m at at km 28/111, 28/127, 28/596,28/744,32/453, 32/730, 32/750,32/770,33/045,33/065,33/085-11 nos

Quantity2180.53

Rate123

Amount 268772.13

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).

Quantity-

Rate-

Amount -

Road A - Junction Improvement at km 33/500

Quantity58.85

Rate2036

Amount 119850.38

Filling under the box culvert with sand/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.

Quantity-

Rate-

Amount -

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)

Quantity-

Rate-

Amount -

Road A - Junction Improvement at km 28/100

Quantity492.36

Rate1881

Amount 926148.85

Total Value of Contract Including 18% of GST

Quantity1

Rate-

Amount -

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).

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Road A - Road Furniture

Quantity8

Rate540490

Amount 4323920

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)

Quantity-

Rate-

Amount -

ROAD A - Protective wall at km 32/770 - 33/0 and 33/0 - 33/045

Quantity783.75

Rate10243

Amount 8028108

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)

Quantity-

Rate-

Amount -

ROAD A - Protective wall at km 32/770 - 33/0 and 33/0 - 33/045

Quantity122.38

Rate5558

Amount 680305.53

Road A - Junction Improvement at km 33/500

Quantity7.7

Rate123

Amount 949.1

Road A - Branch Road Improvement at km 31/400

Quantity38.67

Rate8694

Amount 336204.71

ROAD A - 2.0m x 2.0m at at km 29/00, 29/200, 29/400,29/600,30/600, 30/800,3 1/00,32/00,32/200,32/400,32/600,33/200,33/400-13 nos

Quantity15.21

Rate7263

Amount 110472.51

ROAD A - Five Cell Box Culvert 5.0m x 4.0m at km 27/940

Quantity44.22

Rate15729

Amount 695536.38

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)

Quantity-

Rate-

Amount -

ROAD A 28/000 - 33/520

Quantity53071

Rate18

Amount 999857.64

ROAD A - 4.0m x 4.0m skew 30 at km 29/884 -1 nos

Quantity12.48

Rate6516

Amount 81319.68

Road A - Junction Improvement at km 33/500

Quantity3845.75

Rate18

Amount 72453.93

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).

Quantity-

Rate-

Amount -

ROAD A - Five Cell Box Culvert 5.0m x 4.0m at km 27/940

Quantity240

Rate203

Amount 48744

ROAD A 28/000 - 33/520

Quantity13268

Rate2211

Amount 29343906.84

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

Quantity-

Rate-

Amount -

ROAD A - 4.0m x 4.0m skew 30 at km 29/884 -1 nos

Quantity67

Rate12258

Amount 821286

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)

Quantity-

Rate-

Amount -

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.

Quantity-

Rate-

Amount -

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.

Quantity-

Rate-

Amount -

Road A- Road Furniture - 90 cm equilateral triangle

Quantity52

Rate5126

Amount 266552

ROAD A - Bus bay at Km 30/6 L/S,30/10 R/S,31/4 ,33/4 (BHS)

Quantity120

Rate10216

Amount 1226006.4

Evaluation Notes How It Works ?

Partners

Payment Type

Bank Certification Amount

Bank Guarantee Amount

Additional Info 1

Additional Info 2

Additional Info 3

Additional Info 4

Remarks

Potential Partner

Select Your Requirements

Help me get relevant partners for joint bidding

Help me get relevant material suppliers

Help me get project financing

Disclaimer: BidAssist has made every reasonable effort to ensure that the information is accurate and authentic however it cannot be held liable for any third-party claims or losses of any damages. BidAssist makes no warranty, expressed or implied, as to the results obtained from the use of the information. If you think you may have noticed any error or omission, please let us know by contacting contact@bidassist.com.