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Tender Value
₹5.2 L
EMD Value
₹5,162
Closing Date
27 Aug 2026, 3:00 pm
The Commissioner Madurai Corporation
Aringar Anna Maligai, Thallakulam, Madurai.
Replacement and Fully damaged 450 mm dia RCC Pipeline relaying the 450 mm dia CI Spun Pipe line V.V Road Jaihindpuram Market in ward no 75
2026_MAWS_692375_1
E8/ Est No 2/ 26-27
Open Tender
Civil Works
Lump-sum
Madurai
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹5,162
10 Aug 2026
10 Aug 2026
27 Aug 2026
10 Aug 2026
27 Aug 2026
10 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Removing the burst 700 R.C.C. pipes from the pipe line and removal of slushy soil and baling out water and replacing the pipe line with sound pipe including jointing and cost of refilling the pipe line with water for retesting the pipe line etc., complete. (excluding cost of sound pipe and jointing materials and earth work) and as directed by the TWAD Board Officers NOTE :1. For depth between 2.5m above 15% percentage allowed over basic rate NOTE :2. If the works are done in odd hours (i.e) 8.00 P.M. to 8.00 A.M of the next day, 3times ordinary rate is allowed since the works are done in the confined reaches. (450mm R.C.C) ( 8861.59+ 15% =14451.0 X 3) = 43353.0 | 5 | nos | - | - |
| 2.01 | Earthwork excavating and depositing on bank with an initial lead of 10metres and initial lift of 2 metres in Hard stiff clay, stiff black cotton, Hard red earth, shales, murram, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil etc., complete., | 94.5 | m³ | - | - |
| 3.01 | Supply of C.I. SPUN PIPES AS PER IS 1536/2001 Amendment No.3.July 2008 450mm class A | 12 | M | - | - |
| 4.01 | Shoring and shuttering the sides of trenches when depth of excavation 2m in loose soil including cost of labour charges for instalation and removal of planks & sectioning etc, DEPTH 4.5M | 12 | M | - | - |
| 5.01 | Lowering of C.I Pipes and specials in the trenches and laying to proper grade and alignment and as directed by the TWAD Officers. 700mm 2.05m depth (91.81+20%) | 12 | M | - | - |
| 6.01 | Jointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials). 2.05m depth 700mm (1065.53+20%) | 4 | nos | - | - |
| 7.01 | Refilling the trenches with suitable excavated earth available along the allignment after the pipes &specials are laid joimted &tested in layers &watering ramming &consolidation directed by the engineer in charge | 45.05 | m³ | - | - |
| 8.01 | Dewatering the trenches during excavation and layhing jointing of sewers by engaging diesel pumpset up to 10H.P & fuel ,crew,hire chatges transportation and all oyher items of work complete as per standard specifications and as directed by engineer | 15 | hrs | - | - |
| 9.01 | Barricading work ( Where , there is less traffic areas and brother roads etc.) for laying of pipe line using casurina poles at 1.50 m center to center ( 8cm to 10cm dia and 1.80 m height) Vertical with horizontal poles in three rows including painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including fixing charges and fixing 75mm dia reflectors including earth work excavation for fixing vetical posts and finally removing and stacking the materials safely for further use etc., complete and as directed by | 15 | Rm | - | - |
| 10.01 | Lighting arrangements (maintenance works) with genset Hire charges for portable genset1.00 KVA with 2 nos of 150W flood light including all incidental charges, transporation, crew charges and fuel charges etc., complete. | 2 | day | - | - |
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