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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.7 LAccepted-AOC | ₹12.7 L | 1 | Accepted-AOC L1 successful bidder |
| 2 | 2₹12.8 L+₹10,560 (0.83%)Rejected-Finance DEBINAGAR RANIRBAJAR WEST TRIPURA PIN 799035 | WEST TRIPURA | TRIPURA | 799035 | ₹12.8 L+₹10,560 (0.83%) | 2 | Rejected-Finance L 2 |
| 3 | 3₹13.0 L+₹28,710 (2.26%)Rejected-Finance AMARPUR GOMATI DISTRICT TRIPURA | ₹13.0 L+₹28,710 (2.26%) | 3 | Rejected-Finance L 3 |
| 4 | 4₹13.4 L+₹65,835 (5.18%)Rejected-Finance CANARA BANK RAJARBAG UMC UDAIPUR GOMATI TRIPURA PIN 799120 | GOMATI | TRIPURA | 799120 | ₹13.4 L+₹65,835 (5.18%) | 4 | Rejected-Finance L 4 |
| 5 | 5₹13.4 L+₹66,000 (5.19%)Rejected-Finance ENGINEERING CELL SAMAGRA SHIKSHA OLD SHISHU BIHAR COMPLEX | ₹13.4 L+₹66,000 (5.19%) | 5 | Rejected-Finance L 5 |
Tender Value
₹16.5 L
EMD Value
₹33,000
Closing Date
3 Jun 2026, 3:00 pmClosed
EE, Engg. Cell, DSE, Agartala
Engg.Cell, DSE, Old Shishu Bihar Complex, Agartala near VSK.
Construction of Girls Toilet at Bashi Chandra Para Eng. Med. HS School , Akyamog Para High School and Hati Pacha JB School under Karbook, Silachari and Matabari Block of Gomati Tripura District for the year 2025-26.
2026_DDSE_73240_1
13/EE/ENGG.CELL/DSE/2026-27
Open Tender
Civil Works
Percentage
90 days
Karbook, Silachari, Matabari Gomati Tripura
Please refer tender documents
2 documents required · 2 mandatory
₹1,000
₹33,000
17 Jun 2026
25 May 2026
4 Jun 2026
25 May 2026
3 Jun 2026
25 May 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 | 0.8 | cum | 179.9 | ₹143.74 |
| 2 | 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 | 1 | cum | 161.3 | ₹161.14 |
| 3 | Supplying 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. | - | cum | 1,177.3 | - |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level:1:3:6 ( 1 Cement: 3 fine sand : 6 graded stoneaggregate 20 mm nominal size) | - | cum | 10,570.6 | - |
| 5 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement--All work upto plinth level. 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) | 1 | cum | 12,073.8 | ₹12,061.73 |
| 6 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement- 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) | - | cum | 13,305.8 | - |
| 7 | 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 levelexcluding the cost of centring, shuttering, finishing and reinforcement- 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) | 1 | cum | 13,584.5 | ₹13,570.92 |
| 8 | Centering shuttering including struttings, propping etc. and removal of form work for: Foundations, footings, bases for columns etc. for mass concrete with timber plank | - | sqm | 333.9 | - |
| 9 | Centering shuttering including struttings, propping etc. and removal of form work for: Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank | 1 | sqm | 570 | ₹569.43 |
| 10 | Centering shuttering including struttings, propping etc. and removal of form work for: Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank | - | sqm | 391 | - |
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