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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.3 LAccepted-AOC | ₹8.3 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹8.4 LRejected-Finance H NO 443 6 DEULWADA MARCELA GOA | NORTH GOA | GOA | 403508 | ₹8.4 L | L2 | Rejected-Finance Rejected |
Tender Value
₹8.0 L
EMD Value
₹15,945
Closing Date
25 May 2026, 4:00 pmClosed
Sarpanch VPCB
VP Chicolna Bogmalo
Providing and fixing GI pipe railing for the open space in Sy. No. 5/1 in Village Chicolna in ward No. II, Borimal Colony, in V.P. Chicolna-Bogmalo, Taluka Mormugao Goa
2026_VP_29195_1
VP/CB/E-Tender/2026-2027/83
Open Tender
Civil Works
Percentage
90 days
VP Chicolna Bogmalo
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹15,945
7 Jul 2026
12 May 2026
27 May 2026
12 May 2026
25 May 2026
12 May 2026
12 May 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 | a) Earthwork 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 | 46.79 | Cu.m | 291 | ₹13,615.89 |
| 2 | b)Earthwork in excavation by mechanical means (hydraulic excavator)/manuel means in foundation pipeline trenches drains (not exceeding 1.5M in width or 10 sq.m on plan) including dressing of sides ramming of bottoms lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead 50M b)All types of Ordinary rock including all types of laterite rock, blasting prohibited | 41.01 | Cu.m | 672 | ₹27,558.72 |
| 3 | a)Providing and laying cement concrete 1:3:6(1 cement: 3 coarse sand:6 graded granitic or basaltic stone aggregate 40 mm nominal size) excluding cost of centering, shuttering and finishing in;a)all works upto plinth level. | 5.41 | Cu.m | 6,192 | ₹33,498.72 |
| 4 | Providing High yield strength steel reinforcement bar (HYSD)/TMT steel reinforcement bar from secondary producers (Confirming to IS 1786 of 1986) for RCC work including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member. | 204.85 | kgs | 87 | ₹17,821.95 |
| 5 | a) Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) a)All works upto plinth level | 1.73 | M3 | 7,178 | ₹12,417.94 |
| 6 | b) In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. upto floor five level | 0.68 | M3 | 8,034 | ₹5,463.12 |
| 7 | i Centering & shuttering including Strutting, Propping & removal of forms for:i) Foundations, Footings, Bases for columns | 5.76 | M2 | 407 | ₹2,344.32 |
| 8 | iii)Columns, Piers, Pillars. Aburments, Posts and struts (square rectangle polygon in plan) | 9.12 | M2 | 598 | ₹5,453.76 |
| 9 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement: 4 coarse sand) in foundation and basement. | 57.71 | M3 | 5,186 | ₹2,99,284.06 |
| 10 | Providing and fixing 40 mm dia G.I. Pipe railing in 3 rows completes with G.I. Fittings incl. Painting of pipes and fittings with white paint of approved quality incl. A priming coat with a ready mixed primer for new works incl. Providing R.C.C. 1:2:4 rail posts of size 0.15 x 0.15 x 1.00 M with base of 0.25 x 0.25 x 0.3 m at every 2 mts intervals and double rail post with a bar drawings inclusive of cost of reinforcement etc. all complete including white wash washing of rail posts etc. all complete. | 180.35 | RM | 971 | ₹1,75,119.85 |
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