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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-Finance B N A 85 A 1 PORUEM THIVIM GOA | NORTH GOA | GOA | 403001 | ₹1.1 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹1.3 CrRejected-Finance | ₹1.3 Cr | L2 | Rejected-Finance WORK RECOMMENDED TO MAHESH A. PARAB |
| 3 | L3₹1.5 CrRejected-Finance H NO 53 2 NEAR GOVT PRIMARY SCHOOL DULER MAPUSA BARDEZ GOA | ₹1.5 Cr | L3 | Rejected-Finance WORK RECOMMENDED TO MAHESH A. PARAB |
Tender Value
₹1.4 Cr
EMD Value
₹2.7 L
Closing Date
22 Apr 2026, 3:00 pmClosed
EXECUTIVE ENGINEER,DIV .XXIII(R)
Bicholim Goa
Construction of road at new wada Dodamarg in ward No.1 of V.P. Latambarcem in Bicholim Consituency of Bicholim Taluka.
2026_PWD_28652_1
PWDWDXXIII/ASW/26-27/F10/01/L3
Open Tender
Civil Works - Roads
180 days
Bicholim Goa
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹2.7 L
15 May 2026
13 Apr 2026
24 Apr 2026
13 Apr 2026
22 Apr 2026
13 Apr 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 | Earthwork in excavation of foundation of structures of culvert abutments, piers, retaining walls etc.as per drawing and technical specification, including setting out construction of shoring and bracing removal of stumps and other deleterious matter, dressing of sides and bottom, back filling the excavation earth to the extent required and utilising the remaning earth locally for road work upto 3 m depthas per MORTH Specification 304;Marshy soil ( without shoring and strutting);Mechanical Means | - | cum | - | - |
| 2 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.as per MORTH Specification 301; | - | cum | - | - |
| 3 | Construction of embankement with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with Static roller to meet requirement of Table 300-2 as per MORTH specification 305; | - | cum | - | - |
| 4 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | - | cum | - | - |
| 5 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in;All works upto plinth level | - | cum | - | - |
| 6 | Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing; a)All works upto plinth level | - | cum | - | - |
| 7 | Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing;b)In retaining walls , return walls(any thk) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc, upto floor five level. | - | cum | - | - |
| 8 | Providing and laying in position (1: 1½/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size); (To be procured through GHRSSIDC & PAYMENT shall be released on submission of invoices);a)All works upto plinth level | - | cum | - | - |
| 9 | Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) ) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) 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. | - | kg | - | - |
| 10 | Centering and shuttering including struttings, propping etc. and removal of formwork for: a)Foundations, footings, bases for columns and mass concrete. | - | Sqm | - | - |
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