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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.7 LAccepted-AOC GOA GOA | 1 | Accepted-AOC Lowest L1 | |
| 2 | 2₹13.7 L+₹1.0 L (7.92%)Rejected-AOC | 2 | Rejected-AOC Lowest L2 | |
| 3 | 3₹13.2 L+₹58,677.97 (4.64%)Rejected-AOC GOKULWADI SANQUELIM GOA | NORTH GOA | GOA | 403001 | 3 | Rejected-AOC Lowest L3 |
| Sl No | Description | Qty | Unit | M/S BORKAR CONSTRUCTION L1 | MAQBOOL H GAJIPUR L3 | M/s IJM Construction L2 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation in all type of strata comprising any of the materials such as soil, silt, sand, clay gravel, moorums of all varieties shingles.pebble all type of conglomerates, laterite rock, soft rock, disintegrated rock, fissured shattered, decomposed rock or weathered rock and all such other materials, as describe under appendix to those specifications either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted inclusive of chiselling , wedging etc . excluding blasting in all conditions such as dry moist, saturated Submerged, foul conditions etc. including pumping or bailing out water, including setting out construction of shoring and bracing removal stumps and other deleterious matters, dressing of Side and bottoms and back filling the excavated earths to the extent required and disposing the remaining excavated soil/rock as directed by Engineer in charge for all leads and in all lifts as specified and directed etc.complete | 95.39 | cu.m | 239 ₹22,798.21 | 200 ₹19,078 Lowest | 200 ₹19,078 Lowest |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 5.7 | cu.m | 2,200 ₹12,540 | 2,000 ₹11,400 Lowest | 2,000 ₹11,400 Lowest |
| 3.10 | Centering and shuttering including struttings, propping etc. and removal of formwork for : (a) Foundations, footings, bases for columns and mass concrete. | 53.52 | sq.m | 300 ₹16,056 Lowest | 400 ₹21,408 | 450 ₹24,084 |
| 3.20 | b) vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets, etc. | 154.9 | sq.m | 400 ₹61,960 Lowest | 450 ₹69,705 | 500 ₹77,450 |
| 4.10 | Providing & laying cement 1:2:4 (1 cement:2 coarse sand : 4 graded granitic or baseltic stone aggregate, 20 mm, nominal size),excluding cost of centering & shuttering in: (a) All works upto plinth level | 57.76 | cu.m | 6,800 ₹3,92,768 | 6,800 ₹3,92,768 | 6,600 ₹3,81,216 Lowest |
| 4.20 | 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. | 27.96 | cu.m | 7,400 ₹2,06,904 | 6,800 ₹1,90,128 Lowest | 6,800 ₹1,90,128 Lowest |
| 5.00 | Centering & shuttering including Strutting, Propping & removal of forms for : Xiii) Suspended floors, roofs landings, shelves & their supports | 44.28 | sq.m | 500 ₹22,140 Lowest | 550 ₹24,354 | 550 ₹24,354 |
| 6.00 | Providing TMT steel reinforcement bars of SAIL, TATA. VIZAG made only (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. | 1,173.2 | Kg. | 105 ₹1,23,186 Lowest | 150 ₹1,75,980 | 120 ₹1,40,784 |
| 7.00 | Providing and laying in position (1:11/2:3) 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 | 13.91 | cu.m | 7,170 ₹99,734.7 | 6,800 ₹94,588 Lowest | 7,200 ₹1,00,152 |
| 8.00 | Supplying and filling in plinth under floors, trenches including watering ramming consolidating, dressing, complete. (b) Moorum | 104 | cu.m | 640 ₹66,560 Lowest | 1,000 ₹1,04,000 | 1,000 ₹1,04,000 |
Tender Value
₹13.0 L
EMD Value
₹26,085
Closing Date
10 May 2025, 11:00 amClosed
Executive Engineer,Works Division X, WRD,Pajimol S
Works Division X, WRD,Pajimol Sanguem Goa
Construction of Culvert across nullah at Talpar Saplem and Mattir at Vaddem Rehabilitation Site Sanguem
2025_WRD_22411_1
WDX/Accts./2025-26/e-01
Open Tender
Miscellaneous Works
Item Rate
60 days
Works Division X, WRD, Pajimol Sanguem Goa
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹26,085
12 Feb 2026
29 Apr 2025
12 May 2025
29 Apr 2025
10 May 2025
29 Apr 2025
Amount
Earth work in excavation in all type of strata comprising any of the materials such as soil, silt, sand, clay gravel, moorums of all varieties shingles.pebble all type of conglomerates, laterite rock, soft rock, disintegrated rock, fissured shattered, decomposed rock or weathered rock and all such other materials, as describe under appendix to those specifications either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted inclusive of chiselling , wedging etc . excluding blasting in all conditions such as dry moist, saturated Submerged, foul conditions etc. including pumping or bailing out water, including setting out construction of shoring and bracing removal stumps and other deleterious matters, dressing of Side and bottoms and back filling the excavated earths to the extent required and disposing the remaining excavated soil/rock as directed by Engineer in charge for all leads and in all lifts as specified and directed etc.complete
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
Centering and shuttering including struttings, propping etc. and removal of formwork for : (a) Foundations, footings, bases for columns and mass concrete.
b) vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets, etc.
Providing & laying cement 1:2:4 (1 cement:2 coarse sand : 4 graded granitic or baseltic stone aggregate, 20 mm, nominal size),excluding cost of centering & shuttering in: (a) All works upto plinth level
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.
Centering & shuttering including Strutting, Propping & removal of forms for : Xiii) Suspended floors, roofs landings, shelves & their supports
Providing TMT steel reinforcement bars of SAIL, TATA. VIZAG made only (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.
Providing and laying in position (1:11/2:3) 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
Supplying and filling in plinth under floors, trenches including watering ramming consolidating, dressing, complete. (b) Moorum
Laying stone soiling including packing with smaller stones and consolidation with road roller including spreading, watering and consolidating of binding material Murrum or earth etc.(payment to be made for quantity of only soling stone used excluding binding material).
Supplying and fixing in position factory made Pre-cast RCC boundary stones confirming to IRC-25-1967 in concrete grade of M-20 with 20 mm nominal size granitic/basaltic aggregate compacted by means of mechanical vibrator in a smooth form of finish and 6mm dia bars in five no.s. stirrups and two number inverted 'U' size bars etc. complete (Excavation, bed concrete to be paid seperately)
M/s IJM Construction (BID ID -48014)
MAQBOOL H GAJIPUR (BID ID -48017)
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