Housing Urban and Rular Development Government Departments Closing in 8 days TDR #57293912

Tender For Construction Of New Rural Road For A Length Of 0.265 Km At Dessaiwada At Ambeudak In V.P. Sanvordem In Sanvordem Constituency Of Sanguem Taluka.

Issued by Government Departments · goa, Goa
Tender Value
43.13 Lakhs
Estimated cost
Bid Submission
10 Sep 2026
8 days left
EMD
86279
Bank guarantee accepted
Document Fee
6000
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 Construction Of New Rural Road For A Length Of 0.265 Km At Dessaiwada At Ambeudak In V.P. Sanvordem In Sanvordem Constituency Of Sanguem Taluka.

BOQ

Name of Work:- Construction of New Rural Road for a length of 0.265 km at Dessaiwada at Ambeudak in V.P. Sanvordem in Sanvordem Constituency of Sanguem Taluka.
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.
2Earthwork in excavation of foundation of structures of culvert, abntments piers, retaining wall etc 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 mechanical mean or any approved method or methods 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 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 setting out construction of shoring and bracing removal of stumps & other deleterious matter, dressing of sides & bottom, black filling the excavation earth 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.
3Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
4Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering shuttering and finishing in:;All works upto plinth level
5Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering shuttering finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size);All works upto plinth level.
6Providing TMT steel reinforcement bars of (SAIL TATA. VIZAG JSW Steel Ltd.) ) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.
7Centering and shuttering including struttings propping etc. and removal of formwork for :; Foundations footings bases for columns and mass concrete.
8Centering & shuttering including Strutting Propping & removal of forms for :;Sides and Soffits of beams Beam Haunchings Cantilever Girders Bressumers and Lintels plinth beams not exceeding 1m in depth
9Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while layingpipes of approved the concrete of retaining wallwing wall and earth retainig structure complete as directed by the Engineer in charge;A) 110 mm dia
10Supplying 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.
11Providing and fixing 40 mm dia G.I. Pipe railing in 3 rows complete with G.I. Fittings incl. Painting of pipes and fittings with white paint of approved quality incl. A priming coat with a ready mixed primer for new works incl. Providing R.C.C. 1:2:4 rail posts of size 0.15 x 0.15 x 1.00 M with base of 0.25 x 0.25 x 0.3 m at every 2 mts intervals and double rail post with a bar drawings inclusive of cost of reinforcement etc. all complete including white wash washing of rail posts etc. all complete
12Refilling the p ipeline/foundat ion trenches plinth sides foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge.
13Supplying 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) .
14Providing 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
15Providing 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. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57293912
AUTHORITY Government Departments
TENDER VALUE 43.13 Lakhs
LAST DATE 10-09-2026
Authority
Authority Name Public Works Department
Work Description Tender for Construction Of New Rural Road For A Length Of 0.265 Km At Dessaiwada At Ambeudak In V.P. Sanvordem In Sanvordem Constituency Of Sanguem Taluka.
Basic Detail
Tender No PWD/WDXXV/ASW/F-2/26-27/23 Line 2 dt 01/09/2026
Bidding Type Tender
Location
City goa
State Goa
Key Dates
Publish Date 01 Sep 2026
Submission Date 10 Sep 2026
Open Date 11 Sep 2026
Finance
Tender Value 43.13 Lakhs
Tender Fee 6000
EMD 86279
Exemption Not Available
Document List
3ef5bf8c-c984-4225-9af7-169fb1919966.html
BOQ_31854.xls
Tendernotice_1 (22).pdf
Tendernotice_2 (4).pdf
Tendernotice_3 (1).pdf

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Tender Timeline

Sep 01, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 10, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 8 days
Sep 11, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 9 days

Tender Documents

Download All (ZIP) ↓
html

3ef5bf8c-c984-4225-9af7-169fb1919966.html

xls

BOQ_31854.xls

pdf

Tendernotice_1 (22).pdf

pdf

Tendernotice_2 (4).pdf

pdf

Tendernotice_3 (1).pdf

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