Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-AOC | ₹4.0 L | L1 | Accepted-AOC Lowest Amount Quoted |
| 2 | L2₹4.0 LRejected-Finance | ₹4.0 L | L2 | Rejected-Finance Highest Amount Quoted |
| Sl No | Description | Qty | Unit | VELLAKUTTI L2 | MARUTHAPANDI L1 |
|---|---|---|---|---|---|
| 1.00Construction of Cremation Shed at Vannikonendal Burial Ground in Vannikonendal Panchayat | |||||
| 2.00 | Earth work excavation and depositing on bank with initial lead and lift in hard gravelly soil as per SS20 B for foundation etc complete | 14.25 | cum | 263.78 ₹3,758.87 | 263.77 ₹3,758.72 |
| 3.00 | Cement Concrete in 1 : 4 : 8 mix using 40 mm metal including cost and conveyance of all materials to site and labour charges etc complete | 6.18 | cum | 5,291.68 ₹32,702.58 | 5,291.67 ₹32,702.52 |
| 4.00 | Refilling the basement with excavated earth other than sand complying the Standard specification | 5.97 | cum | 45.85 ₹273.72 | 45.84 ₹273.66 |
| 5.00 | Brickwork in Cement mortar 1 : 5 mix using new II class bricks including cost and conveyance of all materials to site and labour charges etc complete. | 4.7 | cum | 12,646.38 ₹59,437.99 | 12,646.37 ₹59,437.94 |
| 6.00 | Supplying and errecting shuttering including necessary support for plane surface in Foundation Basement and Roof slabs strutting upto 3.29 M height for plane surfaces for floors for RCC column footings columns plinth beam and connected with foundations grade beams, raft slabs stair case steps, bed blocks, critical pier, etc beams roof slabs, using mild steelsheets of size 90 x 60 cm and 10 gouge stiffened, welded with steel angles of size 25 mm x 25 mm x 3mm for boarding laid over silver oak (country wood) joists of 10 cm size x 6.5 cms size spaced at about 90 cms center to center and supported causorina props of 10 cm to 13 cms spaced at 75 cms to center to center etc., complete complying with standard specification and as directed (SI - 155) for column | 63.06 | sqm | 1,095 ₹69,050.70 | 1,094.95 ₹69,047.55 |
| 7.00 | Supplying, fabricating and placing in position mild steel or ribbed tor steel and all reinforced cement Concrete works as per the design given including cost of steel and binding wire in all floors etc complete complying with Standard (MS rods or RTS rods) which will be supplied departmentally at section stores and cost will be recovered at issue rate. The binding wire shall be supplied by the Contractor. | 635 | Kg | 91.86 ₹58,331.10 | 91.85 ₹58,324.75 |
| 8.00 | R.C.C. 1:1 1/2:3-using 20mm ISS HBGS metal including cost and conveyance of materials and labour charges etc. complete | 5.63 | cum | 8,902.51 ₹50,121.13 | 8,902.5 ₹50,121.08 |
| 9.00 | Supplying and applying of two coats of putty of 3mm thick over the exposed RCC surface of ceiling including finishing the joints smoothy with grinding machine and the surface shall be thoroughly cleaned out of dust and scrubbing. The Surface shall then be allowed to dry for atleast 48 hours. It shall then be sand papered (waterproof abrasive sheet) to give a smooth and even surface. Any unevenness shall be made good by applying 1st coat of putty mixed with water on the entire surface including filling up the undulations and applying 2nd coat of putty after 6 hours of 1st coat of putty and then sand papering (waterproof abrasive sheet) the same after it is dry and finishing the surface smoothly, etc., complete. | 33.24 | sqm | 320.1 ₹10,640.12 | 320.09 ₹10,639.79 |
| 10.00 | Plastering with C. M 1:5 mix, 12 mm thick including cost and conveyance of all materials to site and labour charges etc complete. | 48.38 | sqm | 283.33 ₹13,707.51 | 283.32 ₹13,707.02 |
Tender Value
₹5 L
EMD Value
₹5,000
Closing Date
6 Mar 2026, 3:00 pmClosed
BDO (B.Pt.)
Panchayat Union, Manur.
Cremation Shed - Civil work
2026_RDTN_670104_1
A2/5647/2025
Open Tender
Civil Works - Others
180 days
Manur
Refer tender document
2 documents required · 2 mandatory
₹0
₹5,000
22 Mar 2026
4 Mar 2026
6 Mar 2026
4 Mar 2026
6 Mar 2026
4 Mar 2026
Construction of Cremation Shed at Vannikonendal Burial Ground in Vannikonendal Panchayat
Earth work excavation and depositing on bank with initial lead and lift in hard gravelly soil as per SS20 B for foundation etc complete
Cement Concrete in 1 : 4 : 8 mix using 40 mm metal including cost and conveyance of all materials to site and labour charges etc complete
Refilling the basement with excavated earth other than sand complying the Standard specification
Brickwork in Cement mortar 1 : 5 mix using new II class bricks including cost and conveyance of all materials to site and labour charges etc complete.
Supplying and errecting shuttering including necessary support for plane surface in Foundation Basement and Roof slabs strutting upto 3.29 M height for plane surfaces for floors for RCC column footings columns plinth beam and connected with foundations grade beams, raft slabs stair case steps, bed blocks, critical pier, etc beams roof slabs, using mild steelsheets of size 90 x 60 cm and 10 gouge stiffened, welded with steel angles of size 25 mm x 25 mm x 3mm for boarding laid over silver oak (country wood) joists of 10 cm size x 6.5 cms size spaced at about 90 cms center to center and supported causorina props of 10 cm to 13 cms spaced at 75 cms to center to center etc., complete complying with standard specification and as directed (SI - 155) for column
Supplying, fabricating and placing in position mild steel or ribbed tor steel and all reinforced cement Concrete works as per the design given including cost of steel and binding wire in all floors etc complete complying with Standard (MS rods or RTS rods) which will be supplied departmentally at section stores and cost will be recovered at issue rate. The binding wire shall be supplied by the Contractor.
R.C.C. 1:1 1/2:3-using 20mm ISS HBGS metal including cost and conveyance of materials and labour charges etc. complete
Supplying and applying of two coats of putty of 3mm thick over the exposed RCC surface of ceiling including finishing the joints smoothy with grinding machine and the surface shall be thoroughly cleaned out of dust and scrubbing. The Surface shall then be allowed to dry for atleast 48 hours. It shall then be sand papered (waterproof abrasive sheet) to give a smooth and even surface. Any unevenness shall be made good by applying 1st coat of putty mixed with water on the entire surface including filling up the undulations and applying 2nd coat of putty after 6 hours of 1st coat of putty and then sand papering (waterproof abrasive sheet) the same after it is dry and finishing the surface smoothly, etc., complete.
Plastering with C. M 1:5 mix, 12 mm thick including cost and conveyance of all materials to site and labour charges etc complete.
C.C. 1:2:4-using 20mm ISS HBGS metal including cost and conveyance of materials and labour charges etc. complete
Supplying and fixing of 0.47mm thick Galvalume sheet on Side Cladding with necessary framing supports with neat alignment and necessary rubber beading etc all complete as directed by the departmental officers
Finishing the top of roof with one course of PRESSED TILES of size 20 cm X 20 cm X 2 cm laid in cement mortar 1:3 (One cement and three Sand) 12mm thick mixed with water proofing compound conforming to I.S. at 2% by weight.
Exterior Emulsion painting two coats with best approved quality and colour paint over one coat of Base coat including cost and convyance of all materials to work site and labour charges etc., complete.
Supplying and fixing of 50mm GI Pipe including all cost and Conveyance etc Complete
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.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 • 1.06 MB
BOQ_805280.xls
BOQ • 0.34 MB
Download all tender documents and submit your bid