Tender For Construction Of New Rural Road For A Length Of 0.250Kms. From Pwd Water Tank To Animal Husbandry Hospital At Mollem In V.P. Mollem In Sanvordem Constituency Of Dharbandora Taluka.
Tender Value
39.32 Lakhs
Estimated cost
Bid Submission
22 Sep 2026
8 days left
EMD
78648
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
goa → Goa
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of New Rural Road For A Length Of 0.250Kms. From Pwd Water Tank To Animal Husbandry Hospital At Mollem In V.P. Mollem In Sanvordem Constituency Of Dharbandora Taluka.
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork 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.. |
| 2 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. |
| 3 | Providing & 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 |
| 4 | Centering & shuttering including Strutting Propping & removal of forms for :;Foundations Footings Bases for columns |
| 5 | Providing 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;B) 75 mm dia |
| 6 | Construction of embankement with approved material obtained from borrowpits with all lifts and leads transporting to site spreading grading to required slope and compacting with Static roller to meet requirement of Table 300-2 as per MORTH specification 305 |
| 7 | Supplying 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) . |
| 8 | Providing 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 |
| 9 | Providing 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
Tender Timeline
Sep 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysSep 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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