Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹94.3 LAdmitted-Finance | +0.20% | ₹94.3 L | L1 | Admitted-Finance |
| 2 | L2₹98.7 L+₹4.4 L (4.69%)Admitted-Finance | +4.90% | ₹98.7 L+₹4.4 L (4.69%) | L2 | Admitted-Finance |
Tender Value
₹94.1 L
EMD Value
₹1.9 L
Closing Date
4 May 2026, 4:30 pmClosed
Managing Director
Goa Industrial Development Corporation, Panaji, Goa
Hot mixing of Main Approach Road to Entrance Gate at Margao Industrial Estate
2026_GIDCo_28948_1
GIDC/GM(E)/Tender Notice/2026-27/A-00123
Open Tender
Civil Works
Percentage
180 days
Margao Industrial Estate
Please refer Tender Documents
5 documents required · 5 mandatory
₹8,000
₹1.9 L
1 Jun 2026
27 Apr 2026
5 May 2026
27 Apr 2026
4 May 2026
27 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cleaning of the existing black topped surface with brooms, soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous treatment. etc. complete | 4,060 | m2 | 6 | ₹24,360 |
| 2 | Earth work in excavation by mechanical means (hydraulic excavator)/ manual means in foundation pipeline trenches drain | 171 | cu.m | 577 | ₹98,667 |
| 3 | Supplying of 600 mm dia NP3 R.C.C. hume pipe | 41 | RM | 4,920 | ₹2,01,720 |
| 4 | Laying and fixing with flush heavy duty non pressure NP3 class R.C.C. pipe with cement mortar in proportion 1:2 (1 cement : 2 fine sand) in joints including cost of jointing materials etc. complete.
600 mm dia pipe | 41 | metre | 355 | ₹14,555 |
| 5 | Cable Duct Across the Road (Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved
drawings.)
Triple Row for three utility services | 42 | metre | 16,286 | ₹6,84,012 |
| 6 | Raising side shoulders with hard murrum including spreading watering and consolidation
Supplying of granitic or basaltic stone soling of size 15-20 cm and Murrum having P.I. Value not more than 6 and laying including packing with smaller stones and consolidation with power roller including spreading waters and consolidation of binding material etc. complete.(Measurements shall be considered on finished item.and and layer of WBM of 50/75mm thick shall be taken seperately over this sub-base to obtain smooth surface, as per the directives of Engineer in-charge). | 47 | cu.m | 2,452 | ₹1,15,244 |
| 7 | 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/binding 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 | 17 | m3 | 4,435 | ₹75,395 |
| 8 | Providing and laying 50mm(consolidated 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. | 1,015 | m2 | 631 | ₹6,40,465 |
| 9 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 29 | cu.m | 2,211 | ₹64,119 |
| 10 | Providing 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 | 15 | cu.m | 6,635 | ₹99,525 |
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.50 MB
Tendernotice_2.pdf
PDF • 0.25 MB
Tendernotice_3.pdf
PDF • 0.11 MB
BOQ_29378.xls
BOQ • 0.40 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .