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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹87.7 LAccepted-AOC | ₹87.7 L Quoted ₹74.3 L | L1 | Accepted-AOC Lowest Bidder Accepted |
| 2 | L2₹76.9 L+₹2.6 L (3.52%)Rejected-Finance | ₹76.9 L+₹2.6 L (3.52%) | L2 | Rejected-Finance L2 REJECTED |
| 3 | L3₹87.0 L+₹12.7 L (17.1%)Rejected-Finance | ₹87.0 L+₹12.7 L (17.1%) | L3 | Rejected-Finance L3 REJECTED |
| 4 | L4₹91.6 L+₹17.3 L (23.3%)Rejected-Finance | ₹91.6 L+₹17.3 L (23.3%) | L4 | Rejected-Finance L4 REJECTED |
| 5 | L5₹98.3 L+₹24.0 L (32.3%)Rejected-Finance | ₹98.3 L+₹24.0 L (32.3%) | L5 | Rejected-Finance L5 REJECTED |
| Sl No | Description | Qty | Unit | M/S DOUBLE CENTURY CONSTRUCTIONS L3 | M/S RAHUL CONSTRUCTION L1 | GAJ CONSTRUCTION PRIVATE LIMITED L2 | VASANTHIRA CONSTRUCTION L6 | Shivanagoud S Yalawar L4 | M/s. P.M. Chinchkar L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation in all type of strata comprising any of the materials such as soil, sand, clay, gravel, moorum of all varieties, shingles, pebbles, all type of conglamerates, laterite rock, soft rock, ordinary rock, disintegrated rock, fissures/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 convient or permitted, inclusive of chiselling, wedging etc. but blasting prohibited in all conditions such as dry, moist, saturated, submerged, foul conditions etc. includin pumping or bailing out water, 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. disposal of excavated stuff in specified areas with all leads and lifts etc. and as directed by Engineer-in-charge etc. all complete. | 956.3 | cum | 267.98 ₹2,56,269.27 | 228.06 ₹2,18,093.78 | 100 ₹95,630 Lowest | 500 ₹4,78,150 | 300 ₹2,86,890 | 320 ₹3,06,016 |
| 2.00 | Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge. | 296.6 | cum | 229.57 ₹68,090.46 | 196 ₹58,133.6 | 80 ₹23,728 Lowest | 120 ₹35,592 | 250 ₹74,150 | 250 ₹74,150 |
| 3.00 | Rubble packing with available hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 90.3 | cum | 377.28 ₹34,068.38 | 322.12 ₹29,087.44 Lowest | 350 ₹31,605 | 1,600 ₹1,44,480 | 1,500 ₹1,35,450 | 1,029.5 ₹92,963.85 |
| 4.00 | Providing Laterite masonary in neatly dressed stones of size as specified in Cement mortor 1:5 ( 1 cement :5 Coarse sand) and as directed by Engineer-in-charge etc. all complete. In foundation, basement and super structure upto floor I level complete and as directed by the engineer - in-charge. | 980.7 | cum | 4,897.23 ₹48,02,713.46 | 4,181.2 ₹41,00,502.84 Lowest | 4,600 ₹45,11,220 | 5,550 ₹54,42,885 | 4,900 ₹48,05,430 | 5,301.92 ₹51,99,592.94 |
| 5.00 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) including fixing broken glass bottle pieces excluding cost of centering,shuttering and layer of cement slurry complete in all works on masonary top surface as directed by engineer-in-charge. | 43 | cum | 6,319.82 ₹2,71,752.26 | 5,395.79 ₹2,32,018.97 | 5,000 ₹2,15,000 Lowest | 6,500 ₹2,79,500 | 8,000 ₹3,44,000 | 7,648.15 ₹3,28,870.45 |
| 6.00 | Providing & laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded granitic or basaltic stone aggrt. 40 mm. nominal size) excluding cost of centering, shuttering and finishing in all works upto plinth level | 90.3 | cum | 5,801.9 ₹5,23,911.57 | 4,953.6 ₹4,47,310.08 | 4,700 ₹4,24,410 Lowest | 6,300 ₹5,68,890 | 6,000 ₹5,41,800 | 6,374.66 ₹5,75,631.8 |
| 7.00 | Providing & laying cement concrete 1: 1.5: 3 (1 cement: 1.5 coarse sand: 3 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in:a)All works upto plinth level | 1.1 | cum | 6,832.6 ₹7,515.86 | 5,833.41 ₹6,416.75 Lowest | 7,000 ₹7,700 | 7,000 ₹7,700 | 12,000 ₹13,200 | 7,507 ₹8,257.7 |
| 8.00 | Centering and shuttering including struttings, propping etc. and removal of formwork for :Foundations, footings, bases for columns and mass concrete. | 436.8 | Sqm | 381.36 ₹1,66,578.05 | 325.6 ₹1,42,222.08 Lowest | 350 ₹1,52,880 | 400 ₹1,74,720 | 800 ₹3,49,440 | 419 ₹1,83,019.2 |
| 9.00 | Applying cement slurry on RCC slab on cement concrete work using 2.75kgs of cement per sq.m for receiving cement concrete floor including roughening, cleaning, etc complete | 405.5 | Sqm | 30.92 ₹12,538.06 | 26.4 ₹10,705.2 Lowest | 30 ₹12,165 | 60 ₹24,330 | 100 ₹40,550 | 35 ₹14,192.5 |
| 10.00 | Steel work welded (SAIL, TATA. VIZAG & using electrodes of Ador or ES4B or Deh Secheron make only)in built up sections trusses and framed work including cutting, hoisting, fixing in position and applying priming coat of red lead paint.a)in R.S.Joists | 5.1 | Qtl | 12,797.55 ₹65,267.51 | 10,926.4 ₹55,724.64 Lowest | 12,000 ₹61,200 | 16,000 ₹81,600 | 13,658 ₹69,655.8 | 14,060 ₹71,706 |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
23 Jan 2024, 4:00 pmClosed
EXECUTIVE ENGINEER-SCD
SOIL CONSERVATION DIVISION DIRECTOR OF AGRICULTURE KRISHI BHAVAN TONCA CARANZALEM GOA.
CONSTRUCTION OF COMPOUND WALL FROM D TYPE QUARTER TO A TYPE QUARTERS FOR AGRICULTURAL FARM AT CODAR PONDA GOA.
2024_DAG_13168_1
SCD/D.Agri./23-24/L1/e31/918
Open Tender
Civil Works
Item Rate
270 days
CODAR PONDA GOA
Please refer Tender documents.
2 documents required · 2 mandatory
₹8,000
₹2.2 L
Yes
13 Aug 2026
1 Jan 2024
25 Jan 2024
2 Jan 2024
23 Jan 2024
8 Jan 2024
Amount
Earthwork in excavation in all type of strata comprising any of the materials such as soil, sand, clay, gravel, moorum of all varieties, shingles, pebbles, all type of conglamerates, laterite rock, soft rock, ordinary rock, disintegrated rock, fissures/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 convient or permitted, inclusive of chiselling, wedging etc. but blasting prohibited in all conditions such as dry, moist, saturated, submerged, foul conditions etc. includin pumping or bailing out water, 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. disposal of excavated stuff in specified areas with all leads and lifts etc. and as directed by Engineer-in-charge etc. all complete.
Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge.
Rubble packing with available hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
Providing Laterite masonary in neatly dressed stones of size as specified in Cement mortor 1:5 ( 1 cement :5 Coarse sand) and as directed by Engineer-in-charge etc. all complete. In foundation, basement and super structure upto floor I level complete and as directed by the engineer - in-charge.
Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) including fixing broken glass bottle pieces excluding cost of centering,shuttering and layer of cement slurry complete in all works on masonary top surface as directed by engineer-in-charge.
Providing & laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded granitic or basaltic stone aggrt. 40 mm. nominal size) excluding cost of centering, shuttering and finishing in all works upto plinth level
Providing & laying cement concrete 1: 1.5: 3 (1 cement: 1.5 coarse sand: 3 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in:a)All works upto plinth level
Centering and shuttering including struttings, propping etc. and removal of formwork for :Foundations, footings, bases for columns and mass concrete.
Applying cement slurry on RCC slab on cement concrete work using 2.75kgs of cement per sq.m for receiving cement concrete floor including roughening, cleaning, etc complete
Steel work welded (SAIL, TATA. VIZAG & using electrodes of Ador or ES4B or Deh Secheron make only)in built up sections trusses and framed work including cutting, hoisting, fixing in position and applying priming coat of red lead paint.a)in R.S.Joists
Steel work welded (SAIL, TATA. VIZAG & using electrodes of Ador or ES4B or Deh Secheron make only)in built up sections trusses and framed work including cutting, hoisting, fixing in position and applying priming coat of red lead paint.b)In tees, angles, flats and channels
12mm cement plaster 1: 5 (1 cement : 5 coarse sand)
20mm cement plaster 1: 5 (1 cement : 5 coarse sand)
Painting two or more coats (excluding priming coat) with superior quality ready mixed paint for steel work of approved brand & manufacture in all shades on new work to give an even shade.
Painting three or more coats with acryllic exterior paint of approved brand and manufacture (such as weather shield,APEX) including applying one coat of cement primer and one coat of surface treatment etc. complete.
Demolishing R.C.C. work including stacking of steel bars & disposal of unserviceable within 50 mts. lead.
Demolishing stone rubble masonary manually/by mechanical means including stacking of servicable material and disposal of unservicable material within 50 metres lead as per direction of Engineer-in-charge.
Supplying and fixing in position mild steel gate made of 3”X3”X4mm thick tubular section main frame with infill panel made with 1”x1”x2.6mm m.s. tubular section,3 nos. 2”x2” x3.6mm thick in horizontal supporting tubular section with m.s. plate having ornamental design and bottom panel panel having ornamental design as directed by the engineer in charge.Designer spindles,arrows and other designer patterns to be used as per drawing and as directed by the engineer in charge.The gate to be fixed to the existing poles by minimum 3 nos. heavy duty hinges for each leaf of the gate.The gate to be provided with locking arrangement on both sides on M.S. plate as per drawing.All finished with one coat of red oxide paint complete
GAJ CONSTRUCTION PRIVATE LIMITED
M/S DOUBLE CENTURY CONSTRUCTIONS
Shivanagoud S Yalawar
M/s. P.M. Chinchkar
VASANTHIRA CONSTRUCTION
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