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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 CrAccepted-Finance H NO 1354 5 BANDORA PONDA GOA | ₹7.9 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹8.2 Cr+₹36.3 L (4.61%)Rejected-Finance | ₹8.2 Cr+₹36.3 L (4.61%) | L2 | Rejected-Finance WORK RECOMMENDED TO M/S ASHTHAVINAYAK CONSTRUCTIONS |
Tender Value
₹7.6 Cr
EMD Value
₹15.1 L
Closing Date
4 Jun 2026, 3:00 pmClosed
Executive Engineer
Bicholim,Goa
Improvement of road at Sonal Tar in V.P. Sanvordem in Valpoi Constituency in Sattari Taluka.(Re-Tender)
2026_PWD_29517_1
PWD/WDXXIII/ASW/26-27/F10/S5/2
Open Tender
Civil Works - Roads
Percentage
365 days
Bicholim
Please refer Tender documents.
3 documents required · 3 mandatory
₹25,000
₹15.1 L
26 Jun 2026
1 Jun 2026
8 Jun 2026
1 Jun 2026
4 Jun 2026
1 Jun 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 Mechanical Means | 4,283.86 | cum | 25 | ₹1,07,096.5 |
| 2 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 578.24 | cum | 2,211 | ₹12,78,488.64 |
| 3 | 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:
a)All works upto plinth level
. | 1,626.41 | cum | 6,810 | ₹1,10,75,852.1 |
| 4 | 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:
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. | 428.15 | cum | 7,429 | ₹31,80,726.35 |
| 5 | Providing and laying in position ready mixed concrete (RMC) with usage of Ordinary Portland Cement manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead upto 10kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C., from the transit mixer to the site of laying, excluding the cost of centering, shuttering, finishing and reinforcement including the cost of admixtures in recommended porportions as per IS : 9103 to accelerate/retard setting of concrete, improve workability without imparing strength and durability as per the directions of the engineer-in-charge. All works upto floor V level M-30grade of concrete | 1,681.69 | cum | 8,874 | ₹1,49,23,317.06 |
| 6 | 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) c)In beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases upto floor five level | 5.32 | cum | 8,109 | ₹43,139.88 |
| 7 | 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. | 1,97,383.3 | Kg | 105 | ₹2,07,25,246.5 |
| 8 | Centering & shuttering including Strutting, Propping & removal of forms for : i)Foundations, Footings, Bases for columns | 2,261.27 | Sqm | 407 | ₹9,20,336.89 |
| 9 | 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 | 5,428.8 | Sqm | 479 | ₹26,00,395.2 |
| 10 | Centering & shuttering including Strutting, Propping & removal of forms for : v)Sides and Soffits of beams, Beam Haunchings, Cantilever, Girders, Bressumers and Lintels plinth beams exceeding 1m in depth | 8.46 | Sqm | 527 | ₹4,458.42 |
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