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Operation Controlling Of Hr Cr Gates With Regulation , Petrolling Of Nmc Km 0 . 00 To 16 . 00 Vank Distributory From Km 0 . 00 To 26 . 00, sanchore-Rajasthan

Water Resources Department-WRD has published Operation Controlling Of Hr Cr Gates With Regulation , Petrolling Of Nmc Km 0 . 00 To 16 . 00 Vank Distributory From Km 0 . 00 To 26 . 00. Submission Date for this Tender is 26-10-2020. Distributory Tenders in sanchore Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

25732802
Operation Controlling Of Hr Cr Gates With Regulation , Petrolling Of Nmc Km 0 . 00 To 16 . 00 Vank Distributory From Km 0 . 00 To 26 . 00
Open Tender
Indian
Rajasthan
sanchore
26-10-2020

Tender Details

Operation Controlling Of Hr Cr Gates With Regulation , Petrolling Of Nmc Km 0 . 00 To 16 . 00 Vank Distributory From Km 0 . 00 To 26 . 00

Key Value

Document Fees
INR 2000 /-
EMD
INR 34171.0 /-
Tender Value
INR 17.08 Lakhs /-

BOQ Items

Name of Work: Operation and Controlling of H/R and C/R Gates with Regulation & Petrolling of NMC Km 0.00 to 16.00 & Vank Distributory (Km 0.00 to Km 26.00 km) For Year 2020-21
Sl. No. Item Description Item Code / Make Quantity Units
1 1 civil work
2 1.01 Operation & controlling including watch & ward of Head / Cross regulator gates for Feeder/main canal / distributory.\nAppointing one opertor cum gauge reader per day three shift (24 hr.)\ni) Where ever there is head cum cross regulator, no separate staff would be taken.\nii) If two head/ cross regulator are within 1 km reach, no separate staff would be taken. 1208 Per day (24 hr)
3 1.02 Regulation & patrolling of Feeder/ Main / Branch/ Distributory and Minor canals of canal irrigation projects with their own conveyance system (Two Wheeler with POL) and mobile (with recharge pack) for communicating with site incharge or control room including Jute rassi, Torch, Fawda etc. all T&P required for regulation.(for every 10 km) (b)Canal Having Discharge capacity up to 100 cusec 360 per 16 km per day
4 1.03 Beldar/Woman Coolie / Chowkidar /Water man / Earth- dresser for syphons 120 Per day (8 hr)
5 1.04 Hire charges for Tractors - Upto 40 HP without diesel but with operational staff, M-oil, spares & lubricants for carriage of earth from borrow area for making bank serviceable & strengthening of banks. 40 Day
6 1.05 Hire charges for Karawha 10 Day
7 1.06 Tractor Trolly above 2 Cum capacity (without staff) Two wheeler with out hydraulic lift 30 Day
8 1.07 Inspection Vehicles with driver such as Car/Jeep/Bolero or equivalent Model not older than 2 years (Two wheel drive) 120 per day
9 1.08 Cost of Diesel Excluding contractor profit and GST input 1548 Litres
10 1.09 Earth work in rough (borrow area) excavation for embankment in hard soil, Morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted manually or by plain roller with initial lead of 250 m and lift up to 1.5m (excluding charges for compaction and watering), including loading and un-loading wherever required complete in all respect. 600 CUM
11 1.1 Extra charges for lead beyond 250m and upto 750m (for average ½ km) 600 CUM
12 1.11 Compaction of earth or highly weathered strata By manually or plain roller. (density 90% of Proctor) 600 CUM
13 1.12 Watering of earth including cost of carriage of water when source of water is UP TO 1 KM 600 CUM
14 1.13 Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and and kankar & murrum for BED 50 SQM
15 1.14 Side slopes 200 SQM
16 1.15 Cement concrete lining of nominal mix (1:3:6) with upto 20 mm size well graded crusher broken stone aggregate laid as per specifications including all leads of all construction materials including rendering, compaction and curing etc. complete for canal bed of thickness. 7.5 CM FOR BED 50 SQM
17 1.16 for sides 200 SQM
18 1.17 Side shuttering including propping etc. complete (to achieve finish F 2 for a Block joints of foundation stilling basins buckets, aprons etc. (non suspended horizontally and mass concrete.) 168 SQM
19 1.18 Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20 MM 25.2 CUM
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