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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹37.8 LAdmitted-Finance | -13.32% | ₹37.8 L | L1 | Admitted-Finance |
| 2 | L2₹45.7 LAdmitted-Finance NO 2249 DABAMOL CURCHOREM GOA | SOUTH GOA | GOA | 403103 | +4.99% | ₹45.7 L | L2 | Admitted-Finance |
| 3 | L3₹46.6 LAdmitted-Finance GOA | +7.00% | ₹46.6 L | L3 | Admitted-Finance |
Tender Value
₹43.6 L
EMD Value
₹87,141
Closing Date
13 Apr 2026, 3:00 pmClosed
Executive Engineer, Works Division XXV
The Executive Engineer, Works Division XXV PWD., Fatorda, Margao - Goa.
Replacing cross drains by 2X3 box culverts on Major District road 40 with road ID 72895 for a length of 11.00m from Tilamol to Curchorem Ch.1600.00 to 1920.00 in V.P. Xeldem in Curchorem Constituency in Quepem Taluka.
2026_PWD_28559_1
PWD/WDXXV/ASW/F-2/26-27/02 Line 5 dt 07/04/2026
Open Tender
Civil Works - Roads
120 days
The Executive Engineer, Works Division XXV PWD., F
Please refer Tender Documents
3 documents required · 3 mandatory
₹6,000
₹87,141
16 Apr 2026
7 Apr 2026
15 Apr 2026
7 Apr 2026
13 Apr 2026
8 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 |
|---|---|---|---|---|---|
| 1Dismantling 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 Mechanical Means a) Cement concrete grade M-15 & M-20 | |||||
| 2Earthwork 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. | |||||
| 3Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | |||||
| 4Centering and shuttering including struttings, propping etc. and removal of formwork for : a) Foundations, footings, bases for columns and mass concrete. | |||||
| 4.01 | b) vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets, etc. | - | Sq.m. | - | - |
| 4.02 | c)Suspended floors, roofs landings, shelves & their supports | - | Sq.m. | - | - |
| 5Providing 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. | |||||
| 6Providing 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 | |||||
| 7Providing 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. | |||||
| 8Providing and fixing 40 mm dia G.I. Pipe railing in 3 rows complete 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. | |||||
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