Highways Department Tender

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Highways Department Tender

Civil And Construction

Road Construction

Eprocure

Tiruvannamalai, Tamil Nadu

Opening Date29 Jul 2023

Closing Date16 Aug 2023

Tender Amount₹ 5,85,40,000

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Costs

EMD
₹ 3,04,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Tn No 12 2023 24 Hdo Dt 19 07 23 Tvm 46

Description

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Tender Id
2023_HWAY_351154_1
Bid Award Id
View
Tender No
TN No 12 2023 24 HDO Dt 19 07 23 TVM 46
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://tntenders.gov.in

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Documents

Tender Notice-1354.1 kBTendernotice_1.pdf

Tender Notice

BOQ-1382.5 kBBOQ_418666.xls

BOQ

Document-31.4 MBVolume2.pdf

Price Bid Document Volume II

Document-2817.3 kBVolume1.pdf

Pre Qualification Document Volume I

Document-160.3 kBTender_Detail_2023...Tender_Detail_2023_HWAY_351154_1.html

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

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Road B

Quantity2532.5

Rate271686

Amount 107.28

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 for widening portion. Morth No. 111, 112, 301, 305, 900

Quantity-

Rate-

Amount -

Road B

Quantity150

Rate16807

Amount 112.05

Road C

Quantity2900.65

Rate325017

Amount 112.05

Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Specification- for grading- V Material. MORTH No. 111, 112, 401, 900

Quantity-

Rate-

Amount -

Road B

Quantity22.5

Rate33399

Amount 1484.4

Road C ( 1231.96 + 28.13 )

Quantity1260.09

Rate1803944

Amount 1431.6

Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Specification- for grading- III Material. MORTH No. 111, 112, 401, 900

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Rate-

Amount -

Road B

Quantity15

Rate23680

Amount 1578.71

Road C

Quantity525.01

Rate801118

Amount 1525.91

Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 of MORTH Specification. MORTH No. 111,112, 406, 900

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Road B

Quantity37.5

Rate68563

Amount 1828.37

Road C

Quantity2435.84

Rate4453616

Amount 1828.37

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

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Amount -

Road B

Quantity150

Rate11182

Amount 74.55

Road C

Quantity16457.98

Rate1227271

Amount 74.57

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

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Rate-

Amount -

Road B

Quantity150

Rate2491

Amount 16.61

Road C

Quantity16457.98

Rate273367

Amount 16.61

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 on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - of MORTH Specification, over cement concrete pavement for widening portion. MORTH No. 111,112,501,503,900

Quantity-

Rate-

Amount -

Road A

Quantity13845

Rate332972

Amount 24.05

Road B

Quantity11836.63

Rate284670

Amount 24.05

Road C

Quantity798.75

Rate19209

Amount 24.05

Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - of MORTH Specification, over cement concrete pavement for widening portion. MORTH No. 111,112,501,503,900

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Rate-

Amount -

Road B

Quantity91.82

Rate1736

Amount 18.91

Road C

Quantity42.02

Rate795

Amount 18.92

Mastic Asphalt ( Providing and laying 25mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39 prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with fine-grained hard stone chipping of 13.2 mm normal size pre-coated with bitumen at the rate of 0.005 cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surface not less than 1000 C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause -516.

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Amount -

Road B

Quantity9304.13

Rate7011964

Amount 753.64

Bituminous Macadam Providing and laying bituminous macadam with Central mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), 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 of MORTH Specification - Grading II (Table 500-7). MORTH No. 111, 112, 501, 505, 900

Quantity-

Rate-

Amount -

Road A

Quantity133.7

Rate1047860

Amount 7837.4

Road C

Quantity822.89

Rate6449318

Amount 7837.4

Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with Central mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II MORTH No. 111, 112, 501, 507, 900

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Rate-

Amount -

Road A

Quantity415.35

Rate4166895

Amount 10032.25

Road C

Quantity518.96

Rate5206336

Amount 10032.25

Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with Central mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-40) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II MORTH No. 111, 112, 501, 507, 900

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Road B

Quantity483.14

Rate4956064

Amount 10258.03

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. Using Excess Box Cut Earth for Berms including Compaction by power roller. MORTH No. 111, 112, 301, 305, 900

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Amount -

Road C

Quantity598.47

Rate15189

Amount 25.38

Earthwork excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drain in accordance with specification and the lines grades and cross section shown in drawing or as indicated by the engineer for all other incidental charges etc., complete for Berms using Carted earth with an average lead of 1 Km including compaction by power roller.

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Road A

Quantity707

Rate119391

Amount 168.87

Road C

Quantity336.04

Rate56747

Amount 168.87

Dismantling, salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc., as per MORT&H Specification Nos. 111, 112 & 202 - Dismantling / removal of cut stone slab / RCC Slabs under 3m high.

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Amount -

Road B ( 9.0 + 9.0 )

Quantity18

Rate8393

Amount 466.3

Road C

Quantity14

Rate6528

Amount 466.3

Dismantling, salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc., as per MORT&H Specification Nos. 111, 112 & 202 - Dismantling Stone / Masonry Cement mortar walls under 3m high.

Quantity-

Rate-

Amount -

Road B ( 13.95 + 13.95 )

Quantity27.9

Rate7181

Amount 257.4

Road C

Quantity66.86

Rate17209

Amount 257.4

Supply of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 2003 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete. MORTH No. 2900, 900

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Rate-

Amount -

Road C

Quantity12.5

Rate48600

Amount 3888

Hoisting and fixing of 1000 mm dia pipes proper gradient including all labour charges and all other incidental charges etc., complete. MORTH No. 2904, 2905, 2906

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Rate-

Amount -

Road C

Quantity12.5

Rate3025

Amount 242

Earthwork excavation in all classes of soils except hard rock requiring, blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, Trimming of bottom of excavation, back filling, clearing up the site and disposal of all surplus materials, etc., complete as per standard specification MORTH Nos. 111, 112 & 304 - For foundation of Culverts

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Amount -

Road B ( 71.91 + 223.46 + 99.04 )

Quantity394.41

Rate103749

Amount 263.05

Road C

Quantity345.32

Rate90836

Amount 263.05

Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation of Drain

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Amount -

Road B

Quantity346.28

Rate52288

Amount 151

Plain Cement Concrete of grade M10 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall. (Drain)

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Rate-

Amount -

Road B

Quantity24.3

Rate122729

Amount 5050.59

Plain Cement Concrete M15 grade Nominal mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement which has to be procured by the contractor including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including as per standard specification. FOR FOUNDATION MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900.

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Amount -

Road B

Quantity35.17

Rate201808

Amount 5738.08

Road C

Quantity21.29

Rate123710

Amount 5810.71

Vibrated Reinforced Cement Concrete M25 Grade Design mix using Crusher ISS, HBG graded Metal including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering labour charges for laying, compacting , curing including all incidental charges etc., complete for BASE SLAB, STEM AND BOTTOM SLAB AND TOP SLAB OF BOX CULVERT MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300, 900

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Rate-

Amount -

Road B

Quantity346.4

Rate4109644

Amount 11863.87

Road C

Quantity110.16

Rate1235135

Amount 11212.2

Vibrated Cement Concrete M20 grade Nominal mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement which has to be procured by the contractor including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including as per standard specification. MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900

Quantity-

Rate-

Amount -

Road B

Quantity63.78

Rate497466

Amount 7799.73

Road C

Quantity94.61

Rate757100

Amount 8002.33

Providing and fixing of FRP Gratings of 600 x 200mm size with M.S flats of 25x10mm for outer frames, 25x6mm for inner braces and PVC pipe 150mm dia fixed with mild steel grating, including cost and coveyance of pipes and gratings and fixing them in position (At 5m interval)

Quantity-

Rate-

Amount -

Road B

Quantity27

Rate26325

Amount 975

Supplying and fixing of Heavy Duty Fiber Reinforced Concrete manhole cover to suit 600mm clear opening manhole frame including cost, conveyance and fixing them in position as per standard specification and as directed by departmental officers (As per IS 12592 / 2002, Part 1 & 2) (Rates as per SOR 2023-24) (At 10m intervals).

Quantity-

Rate-

Amount -

Road B

Quantity12

Rate12648

Amount 1054

Supplying and fixing of Heavy Duty Fiber Reinforced Concrete manhole frame to have clear opening of 600mm dia to suit 600mm dia FRC cover including cost, conveyance and fixing them in position as per standard specification and as directed by departmental officers (As per IS 12592 / 2002, Part 1 & 2) (Rates as per SOR 2023-24) (At 10m intervals).

Quantity-

Rate-

Amount -

Road B

Quantity12

Rate18060

Amount 1505

Vibrated Reinforced Cement Concrete of M-40 Grade, Design Mix, using ISS size hards granite, broken graded metal including cost and conveyance of all materials to site including cement at site excluding cost and fabrication of steel but including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc., complete for RCC CRASH BARRIER OVER DECK

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Rate-

Amount -

Road B

Quantity3.79

Rate62437

Amount 16474.37

Road C

Quantity2.6

Rate43378

Amount 16684.22

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. MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300, 900.

Quantity-

Rate-

Amount -

Road B

Quantity24.13

Rate2287532

Amount 94804.27

Road C

Quantity7.53

Rate713876

Amount 94804.27

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

Quantity-

Rate-

Amount -

Basic cost of value put to tender as per estimate

Quantity1

Rate-

Amount 49605237

Add GST at 18%

Quantity1

Rate-

Amount 8928943

Total Value put to Tender

Quantity1

Rate-

Amount 58534180

Quoted value

Quantity1

Rate-

Amount -

Final Quoted Value

Quantity1

Rate-

Amount -

Add GST at 18% of Final Quoted Value

Quantity1

Rate-

Amount -

Total Value of Contract Including 18% of GST

Quantity1

Rate-

Amount -

Basic cost of value put to tender as per Estimate

Quantity-

Rate49605237

Amount -

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

Quantity-

Rate-

Amount -

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