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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.4 LAccepted-AOC LUMMAWBAH BLOCK IV UPPER SHILLONG 793005 MEGHALAYA | UPPER SHILLONG | EAST KHASI HILLS | MEGHALAYA | 793005 | ₹36.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹36.4 LRejected-Finance | ₹36.4 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | M/s B.V Construction & Interiors L2 | ARLANGKI KHARMAWLONG L1 |
|---|---|---|---|---|---|
| 1.00A.Civil Works | |||||
| 1.01Earthwork | |||||
| 1.02Earth work in excavation Earthwork in excavation by mechanical means up to a depth of 2m below the existing ground level for foundation trenches of foundations, footings of column/walls, retaining walls, septic tank etc. | |||||
| 1.03 | a)In hard rock (i) required blasting | 65 | cum | 821 ₹53,365 | 821 ₹53,365 |
| 1.04Earthwork in filling (excluding rock) in trenches, plinth, sides of foundation etc in layers not exceeding 20 cm thick including breaking of clods, consolidating each layer by ramming and watering, lead up to 50 m and lift up to 1.5m. | |||||
| 1.05 | With available excavated earth | 65 | cum | 141 ₹9,165 | 141 ₹9,165 |
| 2.00R.C.C. work | |||||
| 2.01Supplying, fitting and fixing in position reinforcement bars up to 1st floor level, conforming to relevant I.S. Code for R.C.C. work/R.B. walling including straightening. | |||||
| 2.02 | (c) Thermo-Mechanically Treated bars | 70 | qntl | 11,026 ₹7.7 L | 11,026 ₹7.7 L |
| 2.03Plain cement concrete works in foundation bed for footing steps, walls, brick works etc below plinth level | |||||
Tender Value
₹36.5 L
EMD Value
₹73,000
Closing Date
13 Dec 2025, 2:00 pmClosed
Executive Director Township and estate Division
NEEPCO Ltd., Lower New Colony, Brookland Compound, Shillong
Development of Dympep Tourist Hub Washrooms.
2025_NEEPC_256331_1
NIB No 08 Dated 21.11.2025
Open Tender
Civil Works - Buildings
90 days
Dympep East Khasi Hills
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
NEEPCO Ltd.
₹73,000
12 May 2026
21 Nov 2025
15 Dec 2025
21 Nov 2025
13 Dec 2025
21 Nov 2025
A.Civil Works
Earthwork
Earth work in excavation Earthwork in excavation by mechanical means up to a depth of 2m below the existing ground level for foundation trenches of foundations, footings of column/walls, retaining walls, septic tank etc.
a)In hard rock (i) required blasting
Earthwork in filling (excluding rock) in trenches, plinth, sides of foundation etc in layers not exceeding 20 cm thick including breaking of clods, consolidating each layer by ramming and watering, lead up to 50 m and lift up to 1.5m.
With available excavated earth
R.C.C. work
Supplying, fitting and fixing in position reinforcement bars up to 1st floor level, conforming to relevant I.S. Code for R.C.C. work/R.B. walling including straightening.
(c) Thermo-Mechanically Treated bars
Plain cement concrete works in foundation bed for footing steps, walls, brick works etc below plinth level
(b) 1:3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work up to plinth level:
(b) M20 or 1:11/2:3 (1 cement: 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, fillets, columns, pillars, posts and struts etc. above plinth level up to first floor level, excluding cost of centering, shuttering, finishing and reinforcement:
(b) M20 or 1:11/2:3 (1 cement: 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in beams, slabs, roofs having slope up to 15 degree, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to first floor level, excluding the cost of centering, shuttering, finishing and reinforcement.
(b) M20 or 1:11/2:3 (1 cement: 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
Brick Work
Half brick masonry with common burnt clay (non modular) 1st class bricks in superstructure above plinth level upto first floor level. (a) Cement mortar 1:3 (1 cement: 3 coarse sand)
Plaster Work
15 mm cement plaster on the rough side of single or half brick wall of mic 1:4 (1 cement: 4 fine sand)
Cement Plaster 1:3 finished with a floating coat of neat cement. (a) 20 mm cement plaster
B.Finishes
Marble Stone Flooring with 18mm thick marble stone, as per sample of marble over 20mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand)
Vitrified Antiskid Tile work in skirting over a cement mortar bed 15mm thick of 1:3 (a) Premium range
Marble Stone Flooring with 18mm thick marble stone, as per sample of marble over 20mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with: a) Makrana white second quality
Openings
Aluminium Door 4 nos (1.2 x 2.1) m
Providing and fixing pre laminated particle board
Aluminium Door 8 nos. (0.75 x 2.1) m
Providing and fixing pre laminated particle board
Aluminium Window 37 (0.6 x 0.6) m
Float Glass Pane (b) 5mm thk
Putty + Paint
Applying one coat of water thinnable cement primer
Plaster of Paris Putty of 2mm thk over plastered surface to prepare the surface even and smooth complete.
Applying one coat of water thinnable cement primer
Duluxe Multi Surfaces paint system for interiors and exteriors (two or more coats)
C.Bathroom Fittings
W.C. (Indian type)
W.C. (European type)
Urinals
D.Pumbing Sanitation & Electrical
Internal Water Supply & Sanitary
Cost of civil works
External Water Supply
Electrification
(A) Internal Electrification
Per sqm of floor area
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