Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.8 LAccepted-Finance | L1 | Accepted-Finance Being lowest quoted | |
| 2 | L2₹10.0 L+₹1.2 L (13.8%)Accepted-Finance | L2 | Accepted-Finance Being Second Highest quoted | |
| 3 | L3₹10.9 L+₹2.1 L (24.3%)Accepted-Finance GOVT CONTRACTOR 1 32 MOHAMMED HOUSE 23 JIRGATANG SOUTH ANDAMAN PIN 744206 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744206 | L3 | Accepted-Finance Being highest quoted |
Tender Value
₹11.2 L
EMD Value
₹22,411
Closing Date
6 May 2025, 3:00 pmClosed
EE-II Works SVPMC
EE-II Works SVPMC
Construction of Footpath with Hand Railing and Drain Starting from Shri Chamman lall house to Shri Negi house at Minni Bay in ward No 16
2025_PMBC_18456_1
39/EE-II/WKS/MC/2024-25
Open Tender
Construction Works
Works
120 days
Minnie Bay Ward No 16
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹22,411
7 May 2025
29 Apr 2025
6 May 2025
29 Apr 2025
6 May 2025
29 Apr 2025
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. a) All kinds of soil.
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. a) All kinds of soil
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level a) 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)
Centering and shuttering including strutting, propping etc. and removal of form for : a). Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for : a).Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc.
Centering and shuttering including strutting, propping etc. and removal of form for : a).Columns, Pillars, Piers, Abutments, Posts and Struts
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a). 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from atural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
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: a) 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)
Reinforced 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 : a) 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)
Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. a) Thermo-Mechanically Treated bars of grade Fe-500D or more.
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works,including applying priming coat of approved steel primer. a). G.I. pipes
12 mm cement plaster of mix : a) 1:4 (1 cement: 4 fine sand)
Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
M/S SUNNY ENTERPRISES (BID ID -54248)
Haneefa Constructions (BID ID -54247)
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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 .