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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹61.6 LAccepted-Finance | ₹61.6 L | L1 | Accepted-Finance Accepted |
| 2 | L2₹65.8 L+₹4.2 L (6.79%)Rejected-Finance | ₹65.8 L+₹4.2 L (6.79%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹79.2 L+₹17.6 L (28.6%)Rejected-Finance | ₹79.2 L+₹17.6 L (28.6%) | L3 | Rejected-Finance Rejected |
| 4 | Rejected-Technical | - | - | Rejected-Technical documents were not correct |
Tender Value
₹67.1 L
EMD Value
₹1.3 L
Closing Date
10 Feb 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
THE EXECUTIVE ENGINEER(R), DIV XXV PWD, FATORDA MA
Reconstruction of footbridge with box culvert at Chirconoli Cacora in Curchorem Constituency.
2026_PWD_27445_1
PWD/WDXXV/ASW/F-2/25-26/26 Line 1 dt 27/01/2026
Open Tender
Civil Works - Roads
Percentage
365 days
THE EXECUTIVE ENGINEER(R), DIV XXV PWD, FATORDA MA
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹1.3 L
29 Jul 2026
27 Jan 2026
11 Feb 2026
27 Jan 2026
10 Feb 2026
27 Jan 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 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metresas per MORTH 202
By Manual means
Cement concrete grade M-15 & M-20 | 47 | Cu.m | 722 | ₹33,934 |
| 2 | Earthwork in excavation for roadway in all types of strata comprising any of the materials such as soil, silt, clay gravel murrum of all varieties shingles pebbles all types of conglomerates, laterite rock, ordinary soft rock, disintegrated rock fissured rock shuttered decomposed rock or weathered rock and all such other materials as described under Appendix "A" to those specification either in full or parts as the case may be by mechanical means or any other approved means including cutting and pushing the earth to site of embankment, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. as per MoRT & H Specification 301 or adopting any approved method or method as the case may be convenient or permitted inclusive of chiselling, wedging blasting prohibited etc. in all conditions such as dry moist saturated submerged foul conditions including shoring strutting etc. and as directed by the Engineer in - charge including dressing of sides ramming of bottoms including getting out the excavated soft/rock to be levelled & neatly dressed including pumping and bailing of water, carriage and disposal of excavated material barricading danger lighting guarding and disposal of excavated earth as directed by the Engineer - in Charge including all leads and lifts etc. complete. | 265 | Cu.m | 27 | ₹7,155 |
| 3 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 36 | Cu.m | 2,211 | ₹79,596 |
| 4 | Centering & shuttering including Strutting, Propping & removal of forms for :
i) Foundations, Footings, Bases for columns. | 224 | Sq.m. | 407 | ₹91,168 |
| 4.01 | 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. | 476 | Sq.m. | 479 | ₹2,28,004 |
| 4.02 | iii) Suspended floors, roofs landings, shelves & their supports. | 73.5 | Sq.m. | 644 | ₹47,334 |
| 5 | 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. | 10,325 | kg. | 105 | ₹10,84,125 |
| 6 | 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-35 grade of concrete | 175 | Cu.m | 8,983 | ₹15,72,025 |
| 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 :
a) All works upto plinth level | 216 | Cu.m | 6,635 | ₹14,33,160 |
| 7.01 | 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. | 163 | Cu.m | 7,442 | ₹12,13,046 |
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