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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.0 LAccepted-AOC | L1 | Accepted-AOC As per Higher Authorities | |
| 2 | L1₹28.0 LRejected-Finance 466 ST DOMINGOS CABESA SANTA CRUZ TISWADI GOA | SANTA CRUZ | TISWADI | GOA | L1 | Rejected-Finance as per higher authories | |
| 3 | L1₹28.0 LRejected-Finance H NO 1744 GOKULWADI SANQUELIM GOA | NORTH GOA | GOA | 403001 | L1 | Rejected-Finance as per higher authories | |
| 4 | L1₹28.0 LRejected-Finance | L1 | Rejected-Finance as per higher authories | |
| 5 | L1₹28.0 LRejected-Finance | L1 | Rejected-Finance as per higher authories |
| Sl No | Description | Qty | Unit | RAMKRISHNA CONSTRACTIONS L1 | M/s. Bitcon L1 | omkar vaigankar L1 | Khaja Husen Abdul Raudar L1 | ARAUJO BROTHERS PRIVATE LIMITED L1 | Vivek Arun Naik L1 | MAQBOOL H GAJIPUR L2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.01 | Earthwork in excavation by mechanical means (hydraulic excavator) /manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.
All kinds of soil. | 878 | Cum | 232.8 ₹2,04,398.4 | 200 ₹1,75,600 | 120 ₹1,05,360 Lowest | 245 ₹2,15,110 | 232.8 ₹2,04,398.4 | 240 ₹2,10,720 | 200 ₹1,75,600 |
| 1.02 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 44 | cum | 1,768.79 ₹77,826.76 | 800 ₹35,200 Lowest | 968 ₹42,592 | 1,500 ₹66,000 | 1,768.8 ₹77,827.2 | 1,800 ₹79,200 | 1,500 ₹66,000 |
| 1.03 | Centering and shuttering including struttings, propping etc. and removal of formworks for:
a) Foundations, footings, bases for columns and mass concrete. | 226 | Sqm | 325.6 ₹73,585.6 | 280 ₹63,280 | 200 ₹45,200 Lowest | 290 ₹65,540 | 325.6 ₹73,585.6 | 335.5 ₹75,823 | 350 ₹79,100 |
| 1.04 | 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. | 219 | cum | 5,448 ₹11,93,112 | 6,500 ₹14,23,500 | 7,556 ₹16,54,764 | 5,600 ₹12,26,400 | 5,448 ₹11,93,112 | 5,107.5 ₹11,18,542.5 Lowest | 6,000 ₹13,14,000 |
| 1.05 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. | 169 | cum | 4,148.8 ₹7,01,147.2 | 4,969 ₹8,39,761 | 3,700 ₹6,25,300 Lowest | 4,150 ₹7,01,350 | 4,148.8 ₹7,01,147.2 | 4,400 ₹7,43,600 | 5,000 ₹8,45,000 |
| 1.06 | Exposed decorative laterite masonry using Patradevi stone of size as specified and laid as directed by architect in cement mortar 1:4 (1 cement : 4 coarse sand) | 54 | cum | 7,766.4 ₹4,19,385.6 | 4,000 ₹2,16,000 | 3,400 ₹1,83,600 Lowest | 7,500 ₹4,05,000 | 7,766.4 ₹4,19,385.6 | 8,100 ₹4,37,400 | 10,000 ₹5,40,000 |
| 1.07 | Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level whilelayingpipes of approved the concrete of retaining wall,wing wall and earth retainig structure complete as directed by the Engineer in charge
a) 110 mm dia | 231 | RM | 290.4 ₹67,082.4 | 180 ₹41,580 Lowest | 200 ₹46,200 | 250 ₹57,750 | 290.4 ₹67,082.4 | 300 ₹69,300 | 350 ₹80,850 |
| 1.08 | Supplying at store or site of work rigid PVC (SEL FIT) pipes for public water supply including railway freight, carting, loading and unloading, stacking, transit insurance etc. compelete, conforming to IS : 4985-2000, and bearing ISI mark, class 6 Kg/cm2
Outer Dia in mm
k) 250 | 12 | m | 883.2 ₹10,598.4 | 300 ₹3,600 Lowest | 6,000 ₹72,000 | 1,500 ₹18,000 | 883.2 ₹10,598.4 | 900 ₹10,800 | 2,000 ₹24,000 |
| 1.09 | Supplying at store or site of work including railway freight, carting, loading and unloading, stacking etc. C.I. sluice valve conforming to IS : 14846-2000 and bearing ISI mark, double flanged with cap TYPE P.N. 1.0 (class B)
Nominal Diameter in MM
f) 250 | 1 | No | 51,749.74 ₹51,749.74 | 365.1 ₹365.1 Lowest | 23,870.1 ₹23,870.1 | 43,736.1 ₹43,736.1 | 51,749.3 ₹51,749.3 | 53,500.6 ₹53,500.6 | 70,000 ₹70,000 |
Tender Value
₹41.3 L
EMD Value
₹82,567
Closing Date
27 Sept 2024, 5:30 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EE VI WRD Bicholim
EE VI WRD Bicholim
Improvement and renovation to the existing tali of Sattari Devasthan at Ravana in V.P. Kerim in Sattari Taluka
2024_WRD_17315_1
No.WRD/WDVI/Accts/F.17/TN e 07/2024-25/386 line 1
Open Tender
Civil Works - Water Works
Item Rate
240 days
Bicholim
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,000
₹82,567
23 Oct 2026
18 Sept 2024
30 Sept 2024
18 Sept 2024
27 Sept 2024
18 Sept 2024
Amount
Earthwork in excavation by mechanical means (hydraulic excavator) /manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. All kinds of soil.
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 formworks for: a) Foundations, footings, bases for columns and mass concrete.
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.
Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement.
Exposed decorative laterite masonry using Patradevi stone of size as specified and laid as directed by architect in cement mortar 1:4 (1 cement : 4 coarse sand)
Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level whilelayingpipes of approved the concrete of retaining wall,wing wall and earth retainig structure complete as directed by the Engineer in charge a) 110 mm dia
Supplying at store or site of work rigid PVC (SEL FIT) pipes for public water supply including railway freight, carting, loading and unloading, stacking, transit insurance etc. compelete, conforming to IS : 4985-2000, and bearing ISI mark, class 6 Kg/cm2 Outer Dia in mm k) 250
Supplying at store or site of work including railway freight, carting, loading and unloading, stacking etc. C.I. sluice valve conforming to IS : 14846-2000 and bearing ISI mark, double flanged with cap TYPE P.N. 1.0 (class B) Nominal Diameter in MM f) 250
omkar vaigankar (BID ID -38130)
M/s. Bitcon (BID ID -38133)
RAMKRISHNA CONSTRACTIONS (BID ID -38092)
Vivek Arun Naik (BID ID -38156)
Khaja Husen Abdul Raudar (BID ID -38197)
MAQBOOL H GAJIPUR (BID ID -38189)
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