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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Technically Accepted |
| 2 | Accepted-Technical | Accepted-Technical Technically Accepted |
| 3 | Rejected-Technical | Rejected-Technical Technically Rejected |
| 4 | Rejected-Technical | Rejected-Technical Technically Accepted |
Tender Value
Refer Docs
EMD Value
₹1.0 L
Closing Date
6 Jan 2026, 5:00 pmClosed
EE UJS NTL
OFFICE OF EXECUTIVE ENGINEER UTTARAKHAND JAL SANSTHAN NAINITAL, UTTARAKHAND
CONSTRUCTION BUILDING WORK OF NABL WATER TESTING LAB AT NAINITAL.
2025_UKJS_90283_1
2971 E-Tender/40 Date 22-12-2025
Open Tender
Civil Works
Item Rate
90 days
Office of Executive Engineer Uttarakhand Jal Sanst
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,720
EE UJS NTL
₹1.0 L
EE UJS NTL
27 Feb 2026
24 Dec 2025
8 Jan 2026
24 Dec 2025
6 Jan 2026
24 Dec 2025
29 Dec 2025
Earth work in excavation in Foundation in ordy. Soil Total CL. Lenghth of all wall
R.C.C. Columns
Providing Cement concrete in 1:4:8 prop. In foundation
Main walls Boundary wall
RCC Cols.
M- 150 Brick work in 1:4 C.M. in F/p
Main walls I step
II Step
III Step
IV Step
R.C.C. in M-20 Prop. In R.C.C. cols and in Plinth Beam
R.C.C. Cols
Plinth Beam
WINDOW
VENTILATOR
M.S. work in Renforcement in R.C.C. Cols. & Plinth beam
2 Cms. Thk. D.P.C. in 1:2 Proportion with water Proofing
Compound
Filling Local Sand in Plinth including supply and Cartage
Providing anti termite treatment in Foundation main walls
R.C.C. Clos.
M. 150 Brick work in 1:4 Proportion in one brick thick walls in sup.
Main walls
R.C.C. in M-20 Prop. In Door and window Linter Band
R.C.C. in M-20 prop. In roof Slab
Construction of R.C.C. Stair case
M.S. work in Rein for cement in roof slab and finter Band Total qnty. Of Item nos. 10, 11, 1.64 cum + 19.41 =21.05 cum. 1.5% o f = 31 qnt.
Providing P.C.C.&KOTA STONE Flooring with 10 cms thik P.C.C.
Doing 12mm thk cement Plaster in 1:4 Prop. On walls
Doing Two Coats Snowcem on walls,- Same qnty. As above 85.45 + Flooring (54.42) for ceiling =139.87 Sqm.
Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : 13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre
Add for Internal Electrification @6% on total Amount
Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1st conforming to IS :15622 of approved make in all colours, shades, exceptquality laid on 20mm thick bed of Cement Mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigments etc., complete.
FIRST FLOOR
M- 150 Brick work in 1:4 C.M. in F/p
Main walls I step
R.C.C. in M-20 Prop. In R.C.C. cols and in Plinth Beam
R.C.C. Cols
Plinth Beam
WINDOW
VENTILATOR
M.S. work in Renforcement in R.C.C. Cols. & Plinth beam
2 Cms. Thk. D.P.C. in 1:2 Proportion with water Proofing
Compound
Filling Local Sand in Plinth including supply and Cartage
Providing anti termite treatment in Foundation main walls
R.C.C. Clos.
M. 150 Brick work in 1:4 Proportion in one brick thick walls in sup.
Main walls
R.C.C. in M-20 Prop. In Door and window Linter Band
R.C.C. in M-20 prop. In roof Slab
Construction of R.C.C. Stair case
M.S. work in Rein for cement in roof slab and finter Band Total qnty. Of Item nos. 10, 11, 1.64 cum + 19.41 =21.05 cum. 1.5% o f = 31 qnt.
Providing P.C.C.&KOTA STONE Flooring with 10 cms thik P.C.C.
Doing 12mm thk cement Plaster in 1:4 Prop. On walls
Doing Two Coats Snowcem on walls,- Same qnty. As above 85.45 + Flooring (54.42) for ceiling =139.87 Sqm.
Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : 13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre
Add for Internal Electrification @6% on total Amount
Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.
All kinds of soil
Ordinary rock
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level.
1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate for Beam 20 mm nominal size)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate for Column 20 mm nominal size)
Ist Class Brick work 1:6 in Foundation including necessary cutting and moulding as required and thikness of wall one brick. Including supply of all materials, labour and T&P etc. Required for proper completion of the work.
Ist Class Brick work 1:6 in Super Structire including necessary cutting and moulding as required and thikness of wall one brick. Including supply of all materials, labour and T&P etc. Required for proper completion of the work.
PC Plaster with cement mortar in 1:6 (one cement and six local sand) minimum thicknedd 12 mm including raking of joint upto 1.27 cm 10 ½ " depth and also including supply of all materials labour T&P and required for proper completion of the work.
Acrylic smooth exterior paints three coats on pillars.
Centering shuttering including struttings, propping etc. And removal of form work.
Lean Concrete
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