Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹82.1 LAdmitted-Finance | ₹82.1 L | L1 | Admitted-Finance |
| 2 | L2₹1.0 Cr+₹19.9 L (24.3%)Admitted-Finance | ₹1.0 Cr+₹19.9 L (24.3%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S M. R. D. CONSTRUCTION L2 | P R SINGARAM AND SONS L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | 9,000 | sqm | 19 ₹1,71,000 Lowest | 50 ₹4,50,000 |
| 2.00Earth 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | |||||
| 2.01 | All kinds of soil. | 40.5 | cum | 570 ₹23,085 | 300 ₹12,150 Lowest |
| 3.00Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. | |||||
| 3.01 | Ordinary rock | 30 | cum | 950 ₹28,500 | 500 ₹15,000 Lowest |
| 4.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 4.01 | 1:1½:3 (1 Cement:1½coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) (Rate inclusive of Mechanicla Transport ,headLoad & Lift) | 22.2 | cum | 19,000 ₹4,21,800 Lowest | 19,000 ₹4,21,800 Lowest |
| 4.02 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) (Rate inclusive of Mechanical Transport ,headLoad & Lift) | 3.6 | cum | 19,000 ₹68,400 Lowest | 19,000 ₹68,400 Lowest |
| 4.03 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural (Rate inclusive of Mechanical Transport ,headLoad & Lift) | 5.8 | cum | 17,100 ₹99,180 | 15,000 ₹87,000 Lowest |
| 5.00Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: | |||||
Tender Value
₹1.0 Cr
EMD Value
₹2.1 L
Closing Date
15 Mar 2024, 3:00 pmClosed
Executive Engineer
Executive Engineer, CD, APWD, Diglipur
Providing New Pipe Line from Lamiya Bay Source NO.III to Existing 150mm dia C.I Line near Source No. I at Durmur Nallah Including Construction of Check Weir
2024_APWD_13700_1
NIT No. 28/SE/CCC-I/2023-24
Open Tender
Civil Works - Water Works
Works
300 days
Dumur Nallah, Lamiyabay, Diglipur
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹2.1 L
Chamber of SE, CC-I, APWD, Port Blair
15 Mar 2024
29 Feb 2024
15 Mar 2024
29 Feb 2024
15 Mar 2024
8 Mar 2024
29 Feb 2024 - 8 Mar 2024
6 Mar 2024
Amount
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil.
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m.
Ordinary rock
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:1½:3 (1 Cement:1½coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) (Rate inclusive of Mechanicla Transport ,headLoad & Lift)
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) (Rate inclusive of Mechanical Transport ,headLoad & Lift)
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural (Rate inclusive of Mechanical Transport ,headLoad & Lift)
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:
1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (Rate inclusive of Mechanicla Transport ,headLoad & Lift)
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 :
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) (Rate inclusive of Mechanicla Transport ,headLoad & Lift)
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete.
Walls any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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.(Rate inclusive of Mechanical Transport ,headLoad & Lift)
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand) (Rate inclusive of Mechanical Transport ,headLoad & Lift)
Providing and laying S&S C.I. standard specials such as tees, bends, collars, tapers, caps etc. (Heavy class):
Up to 300 mm dia (Rate inclusive of Mechanical Transport ,headLoad & Lift)
Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead :
150 mm diameter pipe
200 mm diameter pipe
300 mm diameter pipe
Supplying pig lead at site of work. (Rate inclusive of Mechanical Transport ,headLoad & Lift)
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) :
150 mm diameter Class I ((Rate inclusive of Mechanical Transport ,headLoad & Lift)
200 mm diameter Class I (Rate inclusive of Mechanical Transport ,headLoad & Lift)
300 mm diameter Class I (Rate inclusive of Mechanical Transport ,headLoad & Lift)
Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket : (Material to be issued by Department)
150 mm dia pipes
200 mm dia pipes
300 mm dia pipes
Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 (Material to be issued by Department)
150 mm dia Ductile Iron Class K-7 pipes (Rate inclusive of headLoad & Lift)
200 mm dia Ductile Iron Class K-7 pipes (Rate inclusive of headLoad & Lift)
300 mm dia Ductile Iron Class K-7 pipes (Rate inclusive of headLoad & Lift)
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) :
Double acting air valve 150mm dia (Rate inclusive of Mechanical Transport ,headLoad & Lift)
Double acting air valve 200mm dia (Rate inclusive of Mechanical Transport ,headLoad & Lift)
Double acting air valve 300mm dia (Rate inclusive of Mechanical Transport ,headLoad & Lift)
M/S M. R. D. CONSTRUCTION
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.30 MB
TenderDocumentNIT28SE.pdf
Tender Documents • 1.88 MB
BOQ_14516.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .