Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.9 LAccepted-AOC NHM PALACE COMPOUND AGARTALA TRIPURA | UNAKOTI | TRIPURA | 799263 | ₹9.9 L | L1 | Accepted-AOC Tender accepted on basis of lowest bidder |
| 2 | L2₹11.1 L+₹1.3 L (12.8%)Rejected-Finance DUKLI GRAM PANCHAYAT DUKLI WEST TRIPURA PIN 799004 | DUKLI | WEST TRIPURA | TRIPURA | 799004 | ₹11.1 L+₹1.3 L (12.8%) | L2 | Rejected-Finance L2 |
| 3 | L3₹12.0 L+₹2.1 L (21.1%)Rejected-Finance BRIDDHA NAGAR RANI BAZAR TRIPURA WEST PIN 799035 | WEST TRIPURA | TRIPURA | 799035 | ₹12.0 L+₹2.1 L (21.1%) | L3 | Rejected-Finance L3 |
| 4 | L4₹12.1 L+₹2.2 L (22.2%)Rejected-Finance | ₹12.1 L+₹2.2 L (22.2%) | L4 | Rejected-Finance L4 |
| 5 | L5₹12.5 L+₹2.6 L (26.8%)Rejected-Finance VILL ROHI SARDAR PARA P O SONAMANI SIPAI PARA RANIRBAZAR WEST TRIPURA | ₹12.5 L+₹2.6 L (26.8%) | L5 | Rejected-Finance L5 |
Tender Value
Refer Docs
EMD Value
₹28,438
Closing Date
10 Aug 2026, 4:00 pmClosed
Commandant 7th Bn TSR Jampuijala
7th Bn TSR Sangkumabari Jampuijala Sepahijala Tripura
Construction of vehicle parking shed for heavy vehicles size 72x40 at 7th Bn TSR Jampuijala
2026_CC5_74830_2
No.F.626/TSR-7/QM/26/7818-20
Open Tender
Civil Works
Works
90 days
7th Bn TSR Sangkumabari Jampuijala
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
₹28,438
31 Aug 2026
20 Jul 2026
10 Aug 2026
20 Jul 2026
10 Aug 2026
20 Jul 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 in foundation trenches or drains (not exceeding 1.5 m widh 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 | 19.87 | Cum | 231.6 | ₹4,601.89 |
| 2 | 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 slop, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete | 28.82 | Cum | 117.3 | ₹3,380.59 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth level: (i) 1:3:6 ( 1 Cement: 3 fine sand: 6 graded well burnt brick aggregate 40 mm nominal size) | 2.88 | Cum | 9,295.7 | ₹26,771.62 |
| 4 | (ii) 1:11/2 : 3 ( 1 Cement: 11/2 fine sand : 3 graded well burnt brick aggregate 20 mm nominal size) | 8.32 | Cum | 11,160.6 | ₹92,856.19 |
| 5 | Centering shuttering including strutting, propping etc. and removal of form work for : (i) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank | 56.35 | Sqm | 570 | ₹32,119.5 |
| 6 | 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) | 11.18 | Cum | 9,845.2 | ₹1,10,069.34 |
| 7 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. (i) Hot finished welded type tubes | 4,150 | KG | 146.2 | ₹6,06,730 |
| 8 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc, complete | 51.75 | per cum | 338.6 | ₹17,522.55 |
| 9 | 12 mm cement plaster of mix in/c. neat cement punning (i) Cement mortar 1:4 ( 1 Cement : 4 fine sand) | 15 | Sqm | 281 | ₹4,215 |
| 10 | Supply & installation of pre-painted Galvalume sheets roofing/cladding (size, shape and pitch of corrugation as approved by Engineer-in charge) in 550mpa steel grade, made out of Cold Rolled Steel coated with Zine Aluminium alloy coating of 43.5% Zn, 55% Al and 1.5% Silicon confirming to ASTM A792/A792M and AS1397, Alloy coating AZ150/AZ70, colour coated with high quality polyester coating, top coated of modified polyester of 20 micron, back side coat of 5 micron, having epoxy primer coat of 5 micron on both side. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling / self tapping screws of size (5.5 x 55mm) with EPDM washers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required and as per direction of Engineer-in-charge (i) 0.50mm thickness | 319.46 | Sqm | 939.2 | ₹3,00,036.83 |
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 22.26 MB
BOQ_76184.xls
BOQ • 0.29 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .