Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC | ₹1.2 Cr | L1 | Accepted-AOC Lowest Tender |
| 2 | L2₹1.2 CrRejected-AOC | ₹1.2 Cr | L2 | Rejected-AOC Second Lowest Tender |
| 3 | L3₹1.3 CrRejected-AOC CHENNAI | ₹1.3 Cr | L3 | Rejected-AOC Third Lowest Tender |
| Sl No | Description | Qty | Unit | SREE HARI CONSTRUCTIONS L1 | AADHAVAN ENTERPRISES L3 | B. SANKARAAN L2 |
|---|---|---|---|---|---|---|
| 1.00Providing two legged scaffolding using 48.30 mm diameter heavy duty M.S. Pipe over all height 3.00 m the distance between two legs being 1.25 m and the spacing of the post being 2.00 m in each rows and providing platform with country wood planks using 40 mm thick silver oak and 1.00 m wide in complete from with horizontal bracing @ 1.50 m c/c vertical direction and with cross bracing using same 48.30 mm diameter including cutting, threading assembly with one coat red oxide primer. Labour charges, cost of special such on large plate, shoe, catcher, coupling, bolt and nut, transport charges and handling charges. The bottom of vertical post shall rest on 300 x 300 x 70mm, PCC M-15 base concrete (20 mm HBGSJ) as per the standard specification. The cross bracing to be assembled as per standard distance. | ||||||
| 1.01 | Initial Height 3 m | 76 | Rm | 637 ₹48,412 | 650 ₹49,400 | 640 ₹48,640 |
| 1.02 | Every Additional Height 2.50 m | 134.5 | Rm | 535 ₹71,957.50 | 550 ₹73,975 | 540 ₹72,630 |
| 2.00 | Dismantling the damaged floor finish and dadooing walls in cement mortar with mosaic tiles / glazed tiles / clay tiles / cuddapah slab and clearing away with carefully stacking the material useful for reuse for any thickness etc, complete complying with standard specification and as directed by the departmental officers. | 672 | m2 | 75 ₹50,400 | 75 ₹50,400 | 76 ₹51,072 |
| 3.00 | Dismantling the damaged Doors and windows including removal of frames, Hinges, fastenings and fixing the same including necesssary alterations etc., complete complying with standard specification and as directed by the departmental officers. | 271.39 | m2 | 185 ₹50,207.15 | 190 ₹51,564.10 | 186 ₹50,478.54 |
| 4.00 | Dismantling, removing and carefully stacking pressed tiles with weathering course etc, complete as directed by the departmental officers. | 210.8 | m2 | 60 ₹12,648 | 60 ₹12,648 | 65 ₹13,702 |
| 5.00 | Dismantling, clearing away and carefully stacking materials useful for re-use for any thickness of RCC etc., complete and as directed by the departmental officers in all floors. | 18.5 | m3 | 5,075 ₹93,887.50 | 5,300 ₹98,050 | 5,100 ₹94,350 |
| 6.00 | Supplying and filling in foundation, basement, etc with filling Crushed Stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 14.9 | m3 | 2,000 ₹29,800 | 2,200 ₹32,780 | 2,050 ₹30,545 |
| 7.00 | Cement Concrete 1:5:10 (One Cement, Five crushed stone 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 including curing etc. complete complying with standard specification and as directed by the departmental officers. - Mixing by manual means | 14.9 | m3 | 5,900 ₹87,910 | 6,300 ₹93,870 | 5,950 ₹88,655 |
| 8.00 | Supplying and erecting centering for plane surfaces such as RCC Floor/Roof Beam, Lintels, Cantilever Beams, Bed Blocks etc.. with necessary supports and strutting upto 3.60m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over Steel adjustable Span of Size 2m x 2m(expandable upto 3.60m) and Silver Oak Joists of Size 10 x 5 cm spaced at 50cm to 60cm c/c and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) Spaced at not more than 50 to 60cm c/c, etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid). | 52.5 | m2 | 1,200 ₹63,000 | 1,300 ₹68,250 | 1,250 ₹65,625 |
Updated dates
Tender Value
Refer Docs
EMD Value
₹69,000
Closing Date
6 Nov 2025, 3:00 pmClosed
The Superintending Engineer, PWD.,
O/o. The Superintending Engineer, PWD., Buildings (C and M) Circle-1, Chepauk, Chennai-5
Repairs and Retro fitting work to the Structural member, Flooring, Joineries, Water Supply and Sanitary arrangements in Main Building, OP Block, Dental Block, Siddha Block at Government Peripheral Hospital, Tondairpet, Chennai-81
2025_PWD_619004_1
PWD/BCMC1/66-1/2025-26
Open Tender
Civil Works
120 days
Tondairpet
Refer Tender Condition
7 documents required · 7 mandatory
₹0
₹69,000
20 Mar 2026
31 Oct 2025
6 Nov 2025
31 Oct 2025
6 Nov 2025
31 Oct 2025
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_740129.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 • 0.28 MB
RetroFittingChetpetSchdlCndtn.pdf
Tender Documents • 0.96 MB
BOQ_740129.xls
BOQ • 0.39 MB
Download all tender documents and submit your bid