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Tender Value
₹9.9 L
EMD Value
₹9,900
Closing Date
17 Aug 2026, 3:00 pm
The Commissioner, Arani Municipality
The Commissioner, Arani Municipality, Near Venkatraman Park
Development of Nursery and Planting Trees in Arani Municipality
2026_MAWS_689529_1
811/2026/E1
Open Tender
Civil Works - Others
Works
Arani Town
Please refer tender documents
2 documents required · 2 mandatory
₹0
₹9,900
Yes
30 Jul 2026
30 Jul 2026
17 Aug 2026
30 Jul 2026
17 Aug 2026
30 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete | |||||
| 1.01 | ORDINARY SOIL (SS20A) Earth work excavating and depositing on bank with initial lead of 10m & initial lift of 2m in Sand , silt or other loose soil, wet Sand y loam and ordinary soil including excavated earth etc., complete .(PWD Sch.W-0054 Pg.No. 363) | - | - | - | - |
| 1.02 | Narrow Trunch For Foundation | 6 | M3 | - | - |
| 2 | Plain Cement Concrete 1:5:10 (one cement five sand and ten coarse aggregates) using 40mm size ISS HBG metal ( cement grade shall be 53 grade) including cost and conveyance of all materials to site and including for the mixing, laying,curing and labour charges and all incidential charges such as water providing etc., complete as per standard specification | 0.7 | M3 | - | - |
| 3 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, 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) for nfoundation sides, Raft beam @ Slat | 24.5 | M2 | - | - |
| 4 | Vibrated Reinforced Cement Concrete M20 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for Hire charges for Tools and plants, including all other incidental charges, etc., complete as per standard specifications for MAT CONCRETE | 2.8 | M3 | - | - |
| 5 | Supplying fixing and errecting of steel roof trusses and roof truss purlins fixing for G.I. sheet roofing using MS. L. angle of size 50x50x6 mm raffter, Tie angles and MS angle of size 50x50x6mm for sturts and MS plat of size 12 mm thick for fixing G.I. sheet. The purlins using MS L. angle of size 50x50x6 mm shall be properly anchored to the supporting super structure and fixed in concrete at wall and spacing of purlins are to be arranged to use the standard size or sheet and spacing should not execeed 1680 mm and free over hang at eves should not be more than 400 mm, the cleats shall be wellded to the trusses firmly and fixed on the down stream side of purlins. The ridge purlins fixed at 77 to 115 mm away the apex of the roof. The trusses shall have welded joints only at all guessets plate junctions except gussets at bottom chords to have bolts and nuts to permit transportation of trusses as directed. The foundation anchor bolts of trusses will be fixed in concrete at wall in bed blocks and well cured, labour for erection of trusses of approved quality transportation, priming coat for all members, cutting, bending, and welding etc., The trusses should be connected at bottom 1 / 3 part by steel tie angles and with top and bottom wind bracings as per design given. The chord of the trusses of bottom channel should suitablely cambered. The truss and purlins should be given priming coat of Rex Oxide primer of approved quality including labour for erection, transportation, wellding etc., complete complying with standard specification. | 740 | Kg | - | - |
| 6 | Painting two coats with Ready Mixed Enamel Paint over the new iron works of approved quality and colour without priming coat including the cost all materials etc.,complete, in all floors. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.) | 46 | M2 | - | - |
| 7 | Supply and Fixing of Heavy Duty Green shade net ( Green Net) Stablized shade net for Graden , Nursery, Plant and outdoor Constuction of High rise building etc complete., | 333 | M2 | - | - |
| 8 | Establishing a 'Tree Guard' to protect newly planted saplings in the municipal area, which involves setting up three bamboo sticks of 1-inch diameter and around 4 feet in height, surrounded by a green shadow net as a protective barrier—this includes the cost of all materials, labor, and transportation charges | 750 | Nos | - | - |
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