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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.9 LAccepted-Finance | L1 | Accepted-Finance accept | |
| 2 | Rejected-Technical | - | Rejected-Technical 2 |
| Sl No | Description | Qty | Unit | Lakshmirajan L2 | PLR CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for Laying of pipe lines and depositing on bank with an initial lead and lift in hard stiff clay, stiff black cotton, hard red earth shales murram, gravel, stoney earth, earth mixed with small size boulders for laying of pipe line including refilling the trench with excavated earth etc. complete. | 1,673 | Rm | 167 ₹2,79,391 Lowest | 167 ₹2,79,391 Lowest |
| 2.00 | Refilling the the excavated trench with loose soil including all charges etc..complete | 1,673 | m3 | 23 ₹38,479 Lowest | 23 ₹38,479 Lowest |
| 3.00 | Providing and laying Wet Mix Mecadam base course on the proposed sub base for 200 mm compacted thickness as Specified on the proposed sub base with graded stone aggregate and granular materials of size 0.396 Cubic Metre of 45 to 22.40mm graded metal, 0.528 Cubic Metre of 22.40 to 2.36mm graded metal and 0.396 Cubic Metre of 2.36mm& below graded metal for every one cubic metre of all materials at site of work mixing in base mix plant, conveying the mixed material by tipper to site spreading with motor grader and compaction with vibrating rollers of 8 to 10 Ton static weight and fine dressing to required grade and cross slope, Hire and fuel Charges for tools and plants such as Loader 5 Cubic Metre capacity, Tipper, Base Mix Plant (Pug Mull), Water Tanker 6 KL Capacity, Vibratory Roller 8 to 10 Ton Capacity, Motor Grader 110 HP, etc all complete complying with relevant standard specification and as directed by the departmental officers.as per CI.406 of MORTH IV revision. | 26.6 | m3 | 2,018 ₹53,678.8 | 2,017 ₹53,652.2 Lowest |
| 4.00 | Supply and delivery of following pipes and specials including its all cost of pipes and specials and all and all conveyance charges etc complete 63 mm 4kg pvc pipe | 707 | m | 71 ₹50,197 | 70 ₹49,490 Lowest |
| 5.00 | 90mm 4kg pvc pipe | 22 | m | 136 ₹2,992 Lowest | 136 ₹2,992 Lowest |
| 6.00 | 110mm 4kg pvc pipe | 546 | m | 195 ₹1,06,470 Lowest | 195 ₹1,06,470 Lowest |
| 7.00 | 160mm 6kg pvc pipe | 236 | m | 595 ₹1,40,420 Lowest | 595 ₹1,40,420 Lowest |
| 8.00 | 200 mm 6 kg pvc pipe | 162 | m | 954 ₹1,54,548 Lowest | 954 ₹1,54,548 Lowest |
| 9.00 | 100 mm dia sluice valve | 5 | nos | 6,510 ₹32,550 Lowest | 6,510 ₹32,550 Lowest |
| 10.00 | Laying and jointing pipes and specials as per IS specifications including cost of all tools and plants and all hire and labours etc complete 63 mm 4kg pvc pipe | 707 | Rm | 19 ₹13,433 Lowest | 19 ₹13,433 Lowest |
Tender Value
₹14.3 L
EMD Value
₹14,300
Closing Date
15 Sept 2023, 3:00 pmClosed
Executive Officer
Executive officer sivagiri town panchayat
Providing of pipe line at various street in sivagiri town panchayat
2023_DTP_368277_1
401/2023
Open Tender
Civil Works - Water Works
Works
180 days
SIVAGIRI TOWN PANCHYAT
Class IV
1 document required · 1 mandatory
₹0
₹14,300
Yes
15 Oct 2025
9 Sept 2023
15 Sept 2023
9 Sept 2023
15 Sept 2023
9 Sept 2023
9 Sept 2023 - 15 Sept 2023
Amount
Earth work excavation for Laying of pipe lines and depositing on bank with an initial lead and lift in hard stiff clay, stiff black cotton, hard red earth shales murram, gravel, stoney earth, earth mixed with small size boulders for laying of pipe line including refilling the trench with excavated earth etc. complete.
Refilling the the excavated trench with loose soil including all charges etc..complete
Providing and laying Wet Mix Mecadam base course on the proposed sub base for 200 mm compacted thickness as Specified on the proposed sub base with graded stone aggregate and granular materials of size 0.396 Cubic Metre of 45 to 22.40mm graded metal, 0.528 Cubic Metre of 22.40 to 2.36mm graded metal and 0.396 Cubic Metre of 2.36mm& below graded metal for every one cubic metre of all materials at site of work mixing in base mix plant, conveying the mixed material by tipper to site spreading with motor grader and compaction with vibrating rollers of 8 to 10 Ton static weight and fine dressing to required grade and cross slope, Hire and fuel Charges for tools and plants such as Loader 5 Cubic Metre capacity, Tipper, Base Mix Plant (Pug Mull), Water Tanker 6 KL Capacity, Vibratory Roller 8 to 10 Ton Capacity, Motor Grader 110 HP, etc all complete complying with relevant standard specification and as directed by the departmental officers.as per CI.406 of MORTH IV revision.
Supply and delivery of following pipes and specials including its all cost of pipes and specials and all and all conveyance charges etc complete 63 mm 4kg pvc pipe
90mm 4kg pvc pipe
110mm 4kg pvc pipe
160mm 6kg pvc pipe
200 mm 6 kg pvc pipe
100 mm dia sluice valve
Laying and jointing pipes and specials as per IS specifications including cost of all tools and plants and all hire and labours etc complete 63 mm 4kg pvc pipe
90mm 4kg pvc pipe
110mm 4kg pvc pipe
160mm 6kg pvc pipe
200 mm 6 kg pvc pipe
Refixing of Old Interlocking paver block m40/m35 grade Bounding and laying of 80mm/60 mm thick high strength type confirming is 15658 - 2006 of Rubber mold Interlocking paver block in regained size of minimum compressive strength of 40N/mm2 / 35 N/mm2 in uniform shape of approved non sticking make to be lend in flushing bone pattern with approved non sticking surface in the top and the rate including gravelling the base preparation of sub base with and cushion 100 mm thick laying out the pavement and the pieces in fit edge.
Supply of Interlocking Paver Block m40 grade Bounding and laying Paver Block of size of 83 mm thick high strength type confirming is 15658 - 2006 of Rubber mold Interlocking paver block in regained size of minimum compressive strength of 40 N/mm2 in uniform shape of approved non sticking make to be lend in flushing bone pattern with approved non sticking surface in the top and the rate including gravelling the base preparation of sub base with and cushion 100 mm thick laying out the pavement and the pieces in fit edge.
Testing of MS./CI./DI./P.V.C./H.D.P.E-Pipes with hudraulic testing equipment by filling with water (including cost of water @ Rs60/kl) and testing to recommended pressure in convenient stetches and attending the burst if any occurred during the test excluding the cost of pipes including other incidential operational charge etc complete for the following diametres of pipes and as directed by the TWAD Board Officer
Barricading work (Where the lines are in narrow width of municipality area, busy streets like Market, Bus-stand and in the Highways etc.) for laying of pipe line using casurina poles at 1.50m center to center (8cm to 10cm dia. and 1.80m height) vertical with horizontal poles in two rows, painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including supplying, delivery and fixing of GI sheet (0.90m x 0.8mm thick) in the horizontal poles and fixing 75mm dia. reflectors including earth work excavation for fixing vertical
posts and finally removing and stacking the materials safely for further use etc., complete and as directed by TWAD Board officers.
Labour charges for cutting open road for laying water mains/sewer.
Lakshmirajan
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