Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹13.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹17.1 L+₹3.2 L (22.9%)Admitted-Fee/PreQual/Technical/Finance BAMBOOFLAT SOUTH ANDAMAN | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | ₹17.1 L+₹3.2 L (22.9%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-EMD not submitted |
| Sl No | Description | Qty | Unit | P. A. S AGENCY L1 | SELVARAJ 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 up to 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. | 77.56 | Cum | 400 ₹31,024 Lowest | 600 ₹46,536 |
| 2.00 | Supplying and filling in plinth with pulverized sand under floors, including watering, ramming, consolidating and dressing complete. | 6.38 | Cum | 1,800 ₹11,484 Lowest | 3,000 ₹19,140 |
| 3.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 3.01 | 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 sources). | 12.74 | Cum | 9,500 ₹1,21,030 Lowest | 11,000 ₹1,40,140 |
| 3.02 | 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) | 11.7 | Cum | 9,200 ₹1,07,640 Lowest | 12,000 ₹1,40,400 |
| 4.00Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : | |||||
| 4.01 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 30.2 | Cum | 12,000 ₹3,62,400 Lowest | 14,000 ₹4,22,800 |
| 5.00Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | |||||
| 5.01 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | 3,157 | Kg | 110 ₹3,47,270 Lowest | 150 ₹4,73,550 |
Tender Value
₹16.4 L
EMD Value
₹32,748
Closing Date
4 Aug 2026, 2:00 pmClosed
Executive Engineer (WW) SVPMC
Executive Engineer (WW) SVPMC
Repair and maintenance of existing well and protect retaining wall behind Shri. Nagaraj house at Shivaji colony, Ward No.24.
2026_PMBC_23843_1
NIT No. 04/EE/WW/NIT(PW)/MC/26-27
Open Tender
Civil Works - Water Works
Item Rate
270 days
Ward No 24
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹32,748
Yes
7 Aug 2026
17 Jul 2026
4 Aug 2026
17 Jul 2026
4 Aug 2026
17 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth 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 up to 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. | - | Cum | 100 | - |
| 2 | Supplying and filling in plinth with pulverized sand under floors, including watering, ramming, consolidating and dressing complete. | 1 | Cum | 100 | ₹99.9 |
| 3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 3.01 | 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 sources). | - | Cum | 100 | - |
| 3.02 | 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) | 1 | Cum | 100 | ₹99.9 |
| 4Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : | |||||
| 4.01 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | Cum | 100 | ₹99.9 |
| 5Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | |||||
| 5.01 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | - | Kg | 100 | - |
stage.html
html • 0.02 MB
finance_25267.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 • 0.91 MB
BOQ_25267.xls
BOQ • 0.25 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 .