Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.8 CrAccepted-AOC 10 243 THURAIYUR MAIN ROAD PONNERI POST NAMAKKAL 637013 | NAMAKKAL | TAMIL NADU | 637013 | L1 | Accepted-AOC Lowest tenderer | |
| 2 | L2₹51.9 Cr+₹72.5 L (1.42%)Rejected-AOC 5 217 D1 TEACHERS COLONY MOHANUR ROAD NAMAKKAL 637001 | NAMAKKAL | TAMIL NADU | 637001 | L2 | Rejected-AOC Highest tenderer | |
| 3 | Rejected-Technical NO 35 DADAGAPATTY SALEM SOUTH TALUK SALEM | SALEM | SALEM | - | Rejected-Technical TENDER CONDITION ARE NOT FULLFILLED |
Tender Value
₹48.3 Cr
EMD Value
₹24.3 L
Closing Date
15 Nov 2023, 3:00 pmClosed
SUPERINTENDING ENGINEER
Office of the Superintending Engineer PWD Building C and M Circle Erode
Construction of New building to Government Hospital at Rasipuram in Namakkal District
2023_PWD_379439_1
14 2023 24 B C AND M CIRCLE ED DT 10 10 23
Open Tender
Civil Works - Buildings
Lump-sum
630 days
Rasipuram
Documents should be uploaded as per the Pre Qualification Conditions and Criteria
18 documents required · 18 mandatory
₹0
₹24.3 L
16 Mar 2024
16 Oct 2023
15 Nov 2023
16 Oct 2023
15 Nov 2023
16 Oct 2023
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation (for narrow excavation) in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering and bailing out water wherever necessary and refilling the sides of foundation with excavated earth in layers not more than 15cm thick well rammed consolidated depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification. | 5,264 | M3 | - | - |
| 2 | Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and refilling the sides of foundation with excavated earth in layers not more than 15cm thick well rammed consolidated depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification. | 7,695 | M3 | - | - |
| 3 | Supplying and filling in foundation, basement, etc with filling M-sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification. | 522.5 | M3 | - | - |
| 4 | Supplying and FILLING GRAVEL in 'foundation and basement in layers of not more than 15cm.thick well rammed watered and compacted etc., complete complying with standard specification. | 5,697 | M3 | - | - |
| 5 | Refilling with excavated earth other than M-sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15 cm thick well rammed, watered and consolidated etc. complete complying with standard specification | 8,174 | M3 | - | - |
| 6 | Cement Concrete 1:5:10 (One Cement, Five M-sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification | 642.5 | M3 | - | - |
| 7 | Cement Concrete 1:5:10 (One cement, Five M-sand and Ten hard broken stone) using 40 mm gauge hard broken jelly for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete complying with standard specification. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers | 246 | M3 | - | - |
| 8 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid) | 5,366 | M2 | - | - |
| 9Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) | |||||
| 9.01 | For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc. | 19,492 | M2 | - | - |
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.PDF
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
BOQ_452277.xls
BOQ Document • 0.79 MB
131562109.pdf
Tender Document • 0.68 MB
PQ_Application.pdf
Tender Document • 1.27 MB
Price_Tender_Condition.pdf
Tender Document • 1.07 MB
Drawing_Rasipuram.pdf
Tender Document • 6.66 MB
131562111.html
Tender Document • 0.03 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 .