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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAdmitted-Finance | ₹2.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.0 Cr+₹7.5 L (3.84%)Admitted-Finance | ₹2.0 Cr+₹7.5 L (3.84%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | P R SINGARAM AND SONS L1 | The Reef Constructions L2 |
|---|---|---|---|---|---|
| 1.00Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm 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. | |||||
| 1.01 | All kinds of soil. | 1.9 | cum | 100 ₹190 Lowest | 300 ₹570 |
| 2.00Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work up to plinth level : | |||||
| 2.01 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources). | 0.9 | cum | 15,000 ₹13,500 | 13,000 ₹11,700 Lowest |
| 3.00Centering and shuttering including strutting, propping etc. and removal of form for | |||||
| 3.01 | Foundations, footings, bases of columns, etc. for mass concrete | 2.4 | sqm | 600 ₹1,440 | 400 ₹960 Lowest |
| 3.02 | Columns, Pillars, Piers, Abutments, Posts and Struts | 12 | sqm | 600 ₹7,200 Lowest | 650 ₹7,800 |
| 4.00Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | |||||
| 4.01 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | 157.6 | kg | 120 ₹18,912 Lowest | 130 ₹20,488 |
| 5.0012 mm cement plaster of mix : | |||||
Tender Value
₹1.9 Cr
EMD Value
₹3.8 L
Closing Date
31 Jan 2023, 3:00 pmClosed
Executive Engineer
Executive Engineer, CD, APWD, Diglipur
Providing and Laying New Supply line for Nayadera, Madhupur and Rabindrapally village under SD-V, CD, APWD, Diglipur
2023_APWD_8818_1
NIT No. 22/SE/CC-I/2022-23
Open Tender
Civil Works - Water Works
Works
240 days
Nayadera, Madhupur and Ravindrapally Diglipur
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹3.8 L
Yes
Superintending Engineer Office Port Blair
31 Jan 2023
6 Jan 2023
31 Jan 2023
6 Jan 2023
31 Jan 2023
16 Jan 2023
6 Jan 2023 - 16 Jan 2023
12 Jan 2023
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm 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.
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work up to plinth level :
1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources).
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
Columns, Pillars, Piers, Abutments, Posts and Struts
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge. External work
PN - 10 Pipe, 50 mm OD (SDR-11)
PN - 10 Pipe, 63 mm OD (SDR-11)
PN - 10 Pipe, 90 mm OD (SDR-11)
PN - 10 Pipe, 110 mm OD (SDR-11)
Providing and fixing PPR Unions
PPR Union 50mm
PPR Union 63mm
PPR Union 90mm
PPR Union 110mm
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :
50 to 80 mm nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
50 mm nominal bore
65 mm nominal bore
80 mm nominal bore
Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :
100 mm diameter Class I
Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) :
80 mm dia
Constructing masonry Chamber with CC 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) 100 mm thick wall for gate valve/stop cock, with top cover 4 mm thick M.S. Sheet with required hinges fixing etc. i/c necessary excavation, centering and shuttering foundation concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and 12 mm thick plastering inside & outside with cement mortar 1:4 (1 cement : 4 coarse sand), all complete as per standard design:
40x40x40 cm inner size
The Reef Constructions
stage.html
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tech_eval.pdf
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Tendernotice_1.pdf
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TenderDocumentNIT22SE.pdf
Tender Documents • 1.37 MB
BOQ_9418.xls
BOQ • 0.29 MB
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