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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.8 LAccepted-AOC | ₹7.8 L | L1 | Accepted-AOC L1Bidder |
| 2 | L2₹6.1 LRejected-Finance GOA | SOUTH GOA | GOA | 403802 | ₹6.1 L | L2 | Rejected-Finance Second Lowest bidder |
| Sl No | Description | Qty | Unit | Baptista Rodrigues L2 | M/S Aguiar Constructions L1 |
|---|---|---|---|---|---|
| 1.00 | Demolishing cement concrete 1:3:6 or richer mix including disposal of material within 50 m lead. | 31.2 | Cum | 1,144.44 ₹35,706.53 | 897.61 ₹28,005.43 |
| 2.00 | Earthwork in excavation for desilting of rivers, nallahs, ponds etc, by mechanical means in all types of strata comprising any of the material such as soil, sand, clay, gravel, moorum of all varieties, shingles, pebbles, all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock, fissured/shattered, decomposed rock and all such other materials 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 chiseling, wedging, etc. but blasting prohibited in all conditions such as dry, moist, saturated, submerged, foul conditions etc. including setting out construction of shoring and strutting, removal of stumps and other deleterious matter, dressing of sides of bottom, providing barricading, danger lighting, guarding etc. backfilling the excavated earth to the extent required and disposal of excavated stuff in specified areas with 50m lead and lifts etc. and as directed by engineer in-chargeetc. all complete | 540 | Cum | 161.51 ₹87,215.40 | 126.68 ₹68,407.20 |
| 3.00 | Transportation/carriage charges (lead):- Beyound 50m lead, the carriage has been worked out based on efficiency/output of transportation of excavated material. (i) lead of 50m to 1km | 432 | Cum | 59.16 ₹25,557.12 | 46.4 ₹20,044.80 |
| 4.00 | Earthwork in excavation by mechanical/manual means in all types of strata comprising any of the materials such as soil, sand, clay, silt, gravel moorum of all variaties shingles, pebbles, all types of conglomerates, laterite rock, soft rock ordinary or disintegrated rock, weathered, fissured/shattered decomposed rock and all such other materials 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 chiseling, wedging etc in all conditions such as dry, moist, saturated submerged, foul conditions etc including setting out construction of shoring and bracing removal of stumps and other deleterious material providing barricading, danger lighting, gaurding dressing of sides and bottom & back filling the excavated earth to the extent required and disposing of the surplus excavated/rock as directed by the Engineer in charge etc for all lead and lifts etc as specified and directed etc all complete. (a) All kinds of soil | 71 | Cum | 291.72 ₹20,712.12 | 228.8 ₹16,244.80 |
| 5.00 | Supplying jamba wooden bally piles 150 mm mean diameter cut to length required (not exceeding 9 meters) and planted in position ready for driving: (a) Upto 2.5 meters long pile | 125 | Metre | 195.84 ₹24,480 | 153.6 ₹19,200 |
| 6.00 | Driving down wooden piles of 150mm diameter either in vertical or battered work to approved lines and level through various strata including arranging all the appliances necessary for pile driving complete at site (portion in ground only to be measured) (a) Upto 2.5 meters long pile | 110 | Metre | 311.1 ₹34,221 | 244 ₹26,840 |
| 7.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 6.5 | Cum | 2,255.22 ₹14,658.93 | 1,768.8 ₹11,497.20 |
| 8.00 | Centering & shuttering including Strutting, Propping & removal of forms for : (a) Foundations, Footings, Bases for columns | 120 | Sq.m | 415.14 ₹49,816.80 | 325.6 ₹39,072 |
| 9.00 | 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 | 52.5 | Cum | 6,946.2 ₹3.6 L | 5,448 ₹2.9 L |
| 10.00 | Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while laying pipes of approved the concrete of retaining wall, wing wall and earth retaining structure complete as directed by the Engineer in charge B) 75 mm dia | 9.1 | RM | 188.7 ₹1,717.17 | 147.97 ₹1,346.53 |
Tender Value
₹7.6 L
EMD Value
₹15,250
Closing Date
12 Dec 2024, 5:00 pmClosed
EE I WRD Porvorim
EE I WRD Porvorim
Improvement of retaining wall near Nosa Senora De Peidade Chapel in Sy. No. 308/2 in ward No.8 at Vaddy Querem Siolim in V.P. Marna in Siolim Constituency.
2024_WRD_18588_1
6-9/WDI/WRD/ASW/2024-25/e-21/4
Open Tender
Miscellaneous Works
30 days
EEI WRD Porvorim Goa
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
₹15,250
20 May 2026
22 Nov 2024
13 Dec 2024
22 Nov 2024
12 Dec 2024
22 Nov 2024
Amount
Demolishing cement concrete 1:3:6 or richer mix including disposal of material within 50 m lead.
Earthwork in excavation for desilting of rivers, nallahs, ponds etc, by mechanical means in all types of strata comprising any of the material such as soil, sand, clay, gravel, moorum of all varieties, shingles, pebbles, all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock, fissured/shattered, decomposed rock and all such other materials 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 chiseling, wedging, etc. but blasting prohibited in all conditions such as dry, moist, saturated, submerged, foul conditions etc. including setting out construction of shoring and strutting, removal of stumps and other deleterious matter, dressing of sides of bottom, providing barricading, danger lighting, guarding etc. backfilling the excavated earth to the extent required and disposal of excavated stuff in specified areas with 50m lead and lifts etc. and as directed by engineer in-chargeetc. all complete
Transportation/carriage charges (lead):- Beyound 50m lead, the carriage has been worked out based on efficiency/output of transportation of excavated material. (i) lead of 50m to 1km
Earthwork in excavation by mechanical/manual means in all types of strata comprising any of the materials such as soil, sand, clay, silt, gravel moorum of all variaties shingles, pebbles, all types of conglomerates, laterite rock, soft rock ordinary or disintegrated rock, weathered, fissured/shattered decomposed rock and all such other materials 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 chiseling, wedging etc in all conditions such as dry, moist, saturated submerged, foul conditions etc including setting out construction of shoring and bracing removal of stumps and other deleterious material providing barricading, danger lighting, gaurding dressing of sides and bottom & back filling the excavated earth to the extent required and disposing of the surplus excavated/rock as directed by the Engineer in charge etc for all lead and lifts etc as specified and directed etc all complete. (a) All kinds of soil
Supplying jamba wooden bally piles 150 mm mean diameter cut to length required (not exceeding 9 meters) and planted in position ready for driving: (a) Upto 2.5 meters long pile
Driving down wooden piles of 150mm diameter either in vertical or battered work to approved lines and level through various strata including arranging all the appliances necessary for pile driving complete at site (portion in ground only to be measured) (a) Upto 2.5 meters long pile
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
Centering & shuttering including Strutting, Propping & removal of forms for : (a) Foundations, Footings, Bases for columns
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
Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while laying pipes of approved the concrete of retaining wall, wing wall and earth retaining structure complete as directed by the Engineer in charge B) 75 mm dia
Baptista Rodrigues (BID ID -41112)
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