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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹23.3 LAdmitted-Finance | -20.00% | ₹23.3 L | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | - | Rejected-Technical Not Eligible |
Tender Value
₹29.1 L
EMD Value
₹58,131
Closing Date
7 Sept 2026, 6:00 pmClosed
Executive Engineer-II
Office of Executive Engineer,WD.II(R),PWD,Panaji.
Construction of retaining wall for a length of 0.015 KMs behind Ratnakar Arondekar house, upgradation of open space and laying of pavers for a length of 0.063 KMs near Sati Temple under MLA-LAD Scheme in Taleigao Constituency of Tiswadi Taluka.
2026_PWD_31486_1
PWD/DIV II/R/F-1/ASW/2026-27/16/Line1
Open Tender
Civil Works - Roads
Percentage
180 days
Office of Executive Engineer, WD.II(R), PWD, Panaji.
Please refer Tender documents.
3 documents required · 3 mandatory
₹6,000
₹58,131
8 Sept 2026
1 Sept 2026
8 Sept 2026
2 Sept 2026
7 Sept 2026
2 Sept 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 culverts,abntments 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 3.00 m depth as per MORTH Specification 304 ; EXCLUDING DEWATERING ;Ordinary soil ; Manual Means | 62.48 | cu.m | 465 | ₹29,053.2 |
| 2 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 127.57 | cu.m | 2,211 | ₹2,82,057.27 |
| 3 | 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 | 129.37 | cu.m | 6,635 | ₹8,58,369.95 |
| 4 | 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. | 21.87 | cu.m | 7,442 | ₹1,62,756.54 |
| 5 | Centering & shuttering including Strutting, Propping & removal of forms for : i) Foundations, Footings, Bases for columns | 90.24 | sq.m | 407 | ₹36,727.68 |
| 6 | Centering & shuttering including Strutting, Propping & removal of forms for : (ii) Vertical surfaces such as retaing walls, return walls, Partitions, walls (any thickness) including attached Pilasters, Buttresses, Plinth and string courses, Fillets and the like | 56.92 | sq.m | 479 | ₹27,264.68 |
| 7 | Providing and fixing weepholes with rigid PVC make laid in position with a required slop and level while layingpipes of approved the concrete of retaining wallwing wall and earth retaining structure comlete as directed by the Engineer in charge ; A) 110 mm dia | 20.25 | RM | 363 | ₹7,350.75 |
| 8 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. | 27 | cu.m | 1,955 | ₹52,785 |
| 9 | 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. | 45 | cu.m | 245 | ₹11,025 |
| 10 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in :
(a) All kinds of soil | 299.37 | cu.m | 286 | ₹85,619.82 |
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