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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAccepted-Finance | ₹2.5 Cr | L1 | Accepted-Finance being 1st lowest |
| 2 | Rejected-Technical | - | - | Rejected-Technical Rejected due to Non Submission of Latest ARN |
Tender Value
₹2.5 Cr
EMD Value
₹5.0 L
Closing Date
14 Jul 2026, 5:00 pmClosed
EXECUTIVE ENGINEER
DIVISION XVI (BLDGS), P.W.D. PONDA-GOA
Construction of Sabha Mantap including stage for Hanuman Devasthan Narayanwada Cuncolim Ponda (Under MLA LAD Scheme).
2026_PWD_30138_1
PWD/DIVISION XVI (BC)/TS/05/2026-27 Line 01
Open Tender
Civil Works - Buildings
Percentage
280 days
Hanuman Devasthan Narayanwada Cuncolim Ponda
Please refer Tender documents.
2 documents required · 2 mandatory
₹20,000
₹5.0 L
11 Aug 2026
8 Jul 2026
16 Jul 2026
8 Jul 2026
14 Jul 2026
8 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 |
|---|---|---|---|---|---|
| 1Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. 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. | |||||
| 1.01 | b) All types of Ordinary rock including all types of laterite rock, blasting prohibited | 884.93 | cu.m | 672 | ₹5,94,672.96 |
| 2 | Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge. | 890.07 | cu.m | 245 | ₹2,18,067.15 |
| 3Supplying and filling in plinth under floors, trenches including watering ramming consolidating, dressing, complete. | |||||
| 3.01 | b) Moorum | 214.4 | cu.m | 662 | ₹1,41,932.8 |
| 4 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 196.75 | cu.m | 2,211 | ₹4,35,014.25 |
| 5 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. | 115.59 | cu.m | 5,186 | ₹5,99,449.74 |
| 6 | Exposed decorative laterite masonry using Patradevi stone of size as specified and laid as directed by architect in cement mortar 1:4 (1 cement : 4 coarse sand) | 88.62 | cu.m | 9,708 | ₹8,60,322.96 |
| 7 | Brick work using common burnt building bricks in cement mortar 1:4 (1 cement : 4 coarse sand) with bricks of class designation 75 kgs/ cm2 (wire cut bricks). b) In superstructure upto floor five level. | 70.34 | cu.m | 9,366 | ₹6,58,804.44 |
| 8 | Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in c.m. 1 : 4 (1 cement : 4 coarse sand in foundation upto plinth level | 13.25 | cu.m | 6,075 | ₹80,493.75 |
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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details.html
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Tendernotice_1.pdf
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BOQ_30552.xls
BOQ • 0.61 MB
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