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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.0 CrAdmitted-Finance BRIGHTWELL ROAD BARIK SHILLONG 793001 MEGHALAYA | ₹23.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹24.4 CrAdmitted-Finance | ₹24.4 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | J C Infra Corporation Ltd L1 | T J ENTERPRISES L2 |
|---|---|---|---|---|---|
| 1.00 | Civil Works | 1 | Nos | 18,76,03,757 ₹18.8 Cr | 18,62,34,317 ₹18.6 Cr |
| 2.00 | Plumnbing Works | 1 | Nos | 98,70,571.62 ₹98.7 L | 1,61,61,371.24 ₹1.6 Cr |
| 3.00 | Electrical Works | 1 | Nos | 2,30,17,241.85 ₹2.3 Cr | 2,36,93,600 ₹2.4 Cr |
| 4.00 | Horticulture Works | 1 | Nos | 15,63,395.6 ₹15.6 L | 13,32,864 ₹13.3 L |
| 5.00 | Fire Work | 1 | mm | 71,27,647.5 ₹71.3 L | 1,09,61,713 ₹1.1 Cr |
| 6.00 | ESMP | 1 | mm | 7,01,097.43 ₹7.0 L | 58,67,600 ₹58.7 L |
Tender Value
₹24.5 Cr
EMD Value
₹73.5 L
Closing Date
27 Jan 2026, 4:00 pmClosed
Director of Tourism
Directorate of Tourism, Shillong
DEVELOPMENT OF TOURISM FACILITIES IN SOHRA (SOHBAR), MEGHALAYA
2025_MANDB_1869_1
M/D Tour/Tech/NDB/29/2025/02
Open Tender
Civil Works
720 days
Sohbar
Please refer Tender documents.
8 documents required · 8 mandatory
₹24,000
Yes
Director of Tourism
₹73.5 L
Yes
Directorate of Tourism, Shillong
17 Mar 2026
11 Dec 2025
28 Jan 2026
11 Dec 2025
27 Jan 2026
11 Dec 2025
7 Jan 2026
BoQ_Ver4.0
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only)
NUMBER #
SUB HEAD: - EARTHWORK
Disposal of surplus earth, boulders, rock, unserviceable material from the work site including loading and unloading up to all lead and lift complete as directed.
SUB HEAD: - PLINTH WORK
SUB HEAD: - MASONRY WORK
SUB HEAD: - STONE MASONRY WORK
Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservoir, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative(internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50 mm. The work shall be carried out for vertical surface two coats @ 0.70 kg per sqm per coat and horizontal surface one coat @1.10 kg per sqm all complete as per direction of the Engineer In-charge. The product performance shall carry guarantee for 10 years against any leakage.
Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 over the RCC slab including adjoining walls up to 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/ brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645, to required slope and treating similarly the adjoining walls up to 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. “All above operations to be done in order as directed by the Engineer In-charge”: With average thickness of 120 mm and minimum thickness at khurra as 65 mm. The product performance shall carry guarantee for 10 years against any leakage.
SUB HEAD: - FALSE CEILING
SUB HEAD: - DOOR-WINDOW-ALUMINIUM WORK
SUB HEAD: - STRUCTURAL STEEL & ROOFING
SUB HEAD: - MISCALANIOUS
SUB HEAD: - ROAD WORK
SUB HEAD: - SIGNAGE WORK
BoQ_Ver4.0
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only)
NUMBER #
BoQ_Ver4.0
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only)
NUMBER #
Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required.
BoQ_Ver4.0
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only)
NUMBER #
BoQ_Ver4.0
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only)
NUMBER #
BoQ_Ver4.0
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only)
NUMBER #
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
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details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.59 MB
DrawingSet1.pdf
Additional Documents • 33.33 MB
DrawingSet2.pdf
Additional Documents • 29.77 MB
BiddocSohbarMeidp.pdf
Tender Documents • 2.33 MB
ESMPSohbar.pdf
Additional Documents • 4.05 MB
ApprovedmakeSohbar.pdf
Additional Documents • 0.59 MB
SpecificationSohbarMeidp.pdf
Additional Documents • 5.98 MB
DrawingSet3.pdf
Additional Documents • 23.85 MB
BOQ_2030.xls
BOQ • 1.15 MB
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