Housing Urban and Rular Development Government Departments Closing in 6 days TDR #57395503

Tender For Hotmixing Of Rural Road From Mdr-33 To Shivadewada [Id. No 67710 ] In A Length Of 2.66Kms In V.P. Dharbandora Of Sanvordem Constituency

Issued by Government Departments · goa, Goa
Tender Value
2.10 Crore
Estimated cost
Bid Submission
21 Sep 2026
6 days left
EMD
4.20 Lakhs
Bank guarantee accepted
Document Fee
20000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
goa → Goa
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Hotmixing Of Rural Road From Mdr-33 To Shivadewada [Id. No 67710 ] In A Length Of 2.66Kms In V.P. Dharbandora Of Sanvordem Constituency

BOQ

Name of Work:- Hotmixing of Rural road from MDR-33 to Shivadewada [ID. NO 67710 ] in a length of 2.66Kms in V.P. Dharbandora of Sanvordem Constituency
Sl. No. Item Description
1Earthwork in excavation for roadway in all types of strata comprising any of the materials such as soil, silt, clay gravel murrum of all varieties shingles pebbles all types of conglomerates, laterite rock, ordinary soft rock, disintegrated rock fissured rock shuttered decomposed rock or weathered rock and all such other materials as described under Appendix \\"A\\" to those specification either in full or parts as the case may be by mechanical means or any other approved means including cutting and pushing the earth to site of embankment, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. as per MoRT & H Specification 301 or adopting any approved method or method as the case may be convenient or permitted inclusive of chiselling, wedging blasting prohibited etc. in all conditions such as dry moist saturated submerged foul conditions including shoring strutting etc. and as directed by the Engineer in - charge including dressing of sides ramming of bottoms including getting out the excavated soft/rock to be levelled & neatly dressed including pumping and bailing of water, carriage and disposal of excavated material barricading danger lighting guarding and disposal of excavated earth as directed by the Engineer - in Charge including all leads and lifts etc. complete.
2Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
3Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing :a) All works upto plinth level.
4Providing and laying in position cement concrete 1: 2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering shuttering and finishing :;In retaining walls return walls(any thk) including attached pilasters columns piers abutments pillars posts struts buttresses string or lacing courses parapets coping bed blocks anchor blocks plain window sills fillets etc upto floor five level.
5Centering and shuttering including struttings propping etc. and removal of formwork for :; Foundations footings bases for columns and mass concrete.
6Centering and shuttering including struttings propping etc. and removal of formwork for :;vertical surfaces such as retaining walls return walls walls (any thk) including attached pilasters buttresses plinth and string courses fillets etc.
7Supplying of laterite stone soling of size 150-200 mm size and murrum having P. I. Value not more than 6 and laying including packing with smaller stones and consolidation with power road roller including spreading watering and consolidation of binding material etc.(M easurements shall be considered on finished item) .
8Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with 3-wheeled steel /vibratory roller 8-10 tonnes in stages to proper grade and camber applying and brooming requisite type of screening/bi nding materials to fill-up the interstices of coarse aggregate watering and compacting to the required density.as per MORTH Specification 404;By Manual Means;Grade - II
9Providing and laying 50mm (con solidated thickness)full grout using granitic or basaltic stone of specified grading at 6.00 cu.m. per 100 sq.m. grouting with hot bitumen straight run bitumen(or with such bituminous material of grade and type as specified by the Engineer-in -Charge)at 5.0kg. per sq. m. binding with key aggregate of granitic or basaltic stone of specified grading at 1.5 cu.m. per 100 sq.m. including Providing and laying seal coat sealing the voids in a bituminious surface laid with F.E loader with 1 Cu. m. bucket capacity to the specified levels grade and cross fall using Type A seal coat with 0.98 kg/sqm of bitumen of grade as per MoRT&H specifications clause 513.
10Providing and applying tack coat with bitumen grade of 80/100 or bitumen emulsion using pressure distributor on the prepared bi tuminous/granul ar surface cleaned with mechanical broom as per MoRT&H specifications clause 503.;Bitumen 80 /100@ 0.375 kg/sq.m
11Providing and laying bituminious concrete with 40-60 TPH Drum Mix type Hhot mix plant producing an average output of 50 tonnes per hour using crushed aggregates of specified grading premixed with bituminious binder to mix with filler transporting the hotmix to work site with all leads laying with a h ydrostatic/hydr aulic paver finisher with sensor control to the required grade level and alignment using antistripping agent rolling with smooth wheeled vibratory or tandem rollers to achieve the desired compaction complete as per MoRT&H Specifications Clause 509; Grade-II (13mm nominal size) @ 6.0% Bitumen of grade 60/70;Ant istripping agent @ 0.5% of bitumen content
12Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC : 35. The finished surface to be level uniform and free from streaks and holes as per MORTH Specification 803
13Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm die cast in aluminium resistant to corrosive effect of salt and grit fitted with lense reflectors installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar all as per BS 873 part 4:1973)
14Providing and erecting a \\"Thrie\\"\\" metal beam crash barrier comprising of following three factory made unites-viz. 1) Thrie Beam 2) Spacer Block 3) Vertical Post. The Thrie beam 3mm thick cold roll formed guard rail raw material Conforming to IS5986-2011 with minimum Grade 255 & with minimum yield stress of 255 Mpa which is fixed by bolted connection to spacer block C-channel of size 75mmx150mm & 5mm thick 54.6cm height spaced 2meter centre to centre fixed to Vertical Post Cchannel of size 75mmx150mm &5mm thick cold roll formed section made from HR coils raw material conforming to IS-5986- 2011 with minimum Grade 255 & with minimum yield stress of 255MPa with 85cms free height above road or Ground level and embedded to 115cms deep in cement concrete block of size 35cm*35*115cm of minimum grade M15 (1:2: 4) or as directed by Engineer Incharge assembled & fixed as per drawings of MORTH&H Circular No.RW/ NH/33022/1/94-D O/III dated 24/6/1994 & construction operation as per 811 or relevant MORT&H specifications for Roads & Bridge Works (latest edition). All fittings (bolts nutsfastenerswa shers etc.) shall be conforming to IS:1367 & IS:1364 & galvanished by hot dip zinc coated process @0.55kg/m2 conforming to relevent IS specifications all etc. complete
15Supplying and fixing of Precast RCC slabs(factory madethe factory should be ISO certified and registered under Dirctorate of Industries Govt. of India) at site in concrete Grade of M-25 with 20 mm nominal size Granitic or basaltic aggregate consolidated by means of mechanical platform vibration etc. with lifting hooks of M.s. 10mm bars and PVC cups including cost of reincforcement Certificate from manufacturer shall be produced indicating grade of concret and minimum content of steel in the product along with 5 year free replacement warranty in case of breakage complete and as directed by Engineer -in -charge.; Size 900 x 400 x 150 mm with steel reinforcement not less than 7 kg per unit -30 T capacity.
16Supplying and fixing of Precast RCC slabs(factory madethe factory should be ISO certified and registered under Dirctorate of Industries Govt. of India) at site in concrete Grade of M-25 with 20 mm nominal size Granitic or basaltic aggregate consolidated by means of mechanical platform vibration etc. with lifting hooks of M.s. 10mm bars and PVC cups including cost of reincforcement Certificate from manufacturer shall be produced indicating grade of concret and minimum content of steel in the product along with 5 year free replacement warranty in case of breakage complete and as directed by Engineer -in -charge.; Size 900 x 400 x 100 mm with steel reinforcement not less than 5.0 kgs per unit -12 T capacity
17Providing and laying in position cement concrete 1: 2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering shuttering and finishing :;All works upto plinth level Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57395503
AUTHORITY Government Departments
TENDER VALUE 2.10 Crore
LAST DATE 21-09-2026
Authority
Authority Name Public Works Department
Work Description Tender for Hotmixing Of Rural Road From Mdr-33 To Shivadewada [Id. No 67710 ] In A Length Of 2.66Kms In V.P. Dharbandora Of Sanvordem Constituency
Basic Detail
Tender No PWD/WDXXV/ASW/F-2/26-27/24 Line 3 dt 07/09/2026
Bidding Type Tender
Location
City goa
State Goa
Key Dates
Publish Date 07 Sep 2026
Submission Date 21 Sep 2026
Open Date 22 Sep 2026
Finance
Tender Value 2.10 Crore
Tender Fee 20000
EMD 4.20 Lakhs
Exemption Not Available
Document List
7f8d548e-8a54-439f-9da3-effcb0260d55.html
BOQ_32028.xls
Tendernotice_1 (24).pdf
Tendernotice_2 (4).pdf
Tendernotice_3 (1).pdf

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Tender Timeline

Sep 07, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 21, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 6 days
Sep 22, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 7 days

Tender Documents

Download All (ZIP) ↓
html

7f8d548e-8a54-439f-9da3-effcb0260d55.html

xls

BOQ_32028.xls

pdf

Tendernotice_1 (24).pdf

pdf

Tendernotice_2 (4).pdf

pdf

Tendernotice_3 (1).pdf

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