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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹13.0 LAccepted-Finance | ₹13.0 L | L-1 | Accepted-Finance Accepted as L-1 |
| 2 | L-2₹14.1 L+₹1.1 L (8.32%)Accepted-Finance CANARA BANK RAJARBAG UMC UDAIPUR GOMATI TRIPURA PIN 799120 | GOMATI | TRIPURA | 799120 | ₹14.1 L+₹1.1 L (8.32%) | L-2 | Accepted-Finance Accepted as L-2 |
| 3 | L-3₹14.1 L+₹1.1 L (8.33%)Accepted-Finance SANTIR BAZAR SOUTH TRIPURA | ₹14.1 L+₹1.1 L (8.33%) | L-3 | Accepted-Finance Accepted as L-3 |
| 4 | L-4₹14.2 L+₹1.2 L (9.25%)Accepted-Finance S O HARENDRA CH DAS BADARMOKAM UDAIPUR GOMATI DIST TRIPURA | GOMATI | TRIPURA | 799013 | ₹14.2 L+₹1.2 L (9.25%) | L-4 | Accepted-Finance Accepted as L-4 |
Tender Value
₹15.5 L
EMD Value
₹31,035
Closing Date
10 Aug 2026, 3:00 pmClosed
Executive Engineer, ARDD
Engineering Cell, Directorate of ARDD
Construction of Vety Sub-Centre at SMSC, Gangacheera under Gomati District
2026_ARDD_75286_1
1(20/EE/)E-C/ARD/Works/Ten/24
Open Tender
Civil Works - Building
Item Rate
180 days
Gangacheera under Gomati District
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,000
Yes
₹31,035
Yes
27 Aug 2026
3 Aug 2026
11 Aug 2026
3 Aug 2026
10 Aug 2026
3 Aug 2026
3 Aug 2026 - 5 Aug 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 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
-All kinds of soil | 50.75 | cum | 134.9 | ₹6,846.71 |
| 2 | 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 | 35.99 | cum | 169.5 | ₹6,100.14 |
| 3 | SSupplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete | 21.7 | cum | 887.5 | ₹19,256.98 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -
-All work upto plinth level:
1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size) | 8.41 | cum | 7,844.8 | ₹65,943.39 |
| 5 | First class brick work in foundation and plinth including cost of all materials as required complete:-
In cement mortar 1:4 ( 1 cement : 4 fine sand ). | 28.66 | cum | 8,888.4 | ₹2,54,714.88 |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
-All kinds of soil
= Quantity same as item no 2 | 35.99 | cum | 120.3 | ₹4,329.48 |
| 7 | Centering shuttering including struttings, propping etc. and removal of form work for:
A)Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank | 45.87 | sqm | 317.7 | ₹14,572.9 |
| 7.1 | Suspended floors, roofs,landings, balconies and access platform with timber planks
-Chajja | 13.87 | sqm | 464.3 | ₹6,439.84 |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-
1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal
size)
For Plinth Bend | 6.52 | cum | 10,737.8 | ₹69,999.72 |
| 9 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.
Thermo-Mechanically Treated bars of grade Fe-500 D or more
Quantity | 652.6 | kg | 78.2 | ₹51,033.32 |
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