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Construction Of Dowel Plaster And Lining Work Of Ratoda Disty Km 26.00 To Tail, sanchore-Rajasthan

Water Resources Department-WRD has published Construction Of Dowel Plaster And Lining Work Of Ratoda Disty Km 26.00 To Tail. Submission Date for this Tender is 25-10-2021. Canal Construction Tenders in sanchore Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

29565972
Construction Of Dowel Plaster And Lining Work Of Ratoda Disty Km 26.00 To Tail
Open Tender
Indian
Rajasthan
sanchore
25-10-2021

Tender Details

Construction Of Dowel Plaster And Lining Work Of Ratoda Disty Km 26.00 To Tail

Key Value

Document Fees
INR 3000 /-
EMD
INR 151278.0 /-
Tender Value
INR 75.63 Lakhs /-

BOQ Items

Name of Work: Construction ofDowel,Plaster and Lining Work of Ratoda Disty km. 26.00 to Tail.
Sl. No. Item Description
1Earth 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.
2Compaction of earth or highly weathered strata(a)By manually or plain roller. (density 90% of Proctor)
3Watering of earth including cost of carriage of water when source of water a) is within1 km.
4Extra charges for lead beyond 1250m and upto 1750m
5Removalofslit/soil/earth,sand,pebbles,"Malba",debris,rubbish,stone pebbles&obstructiondepositedincanalbeduptodesignlinegrade and sections having design due to erosion/scour/slips in canal banks/silting with or without bushes and weeds etc. in dry or moist condition from canal bed includingdewatering,loadingunloadinganddisposalatsuitableplaceas directed by Engineer in charge with initial lead of 50m. and lift upto 1.5 m with proper dressing on canal bed complete in all respect For depth above 30cm.
6Extra on item 5 only if silt clearance is done under water & mud.
7Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for superstructure including curing all leads of all construction materials including curing etc. complete.In cement sand mortar 1:5
8Flush or ruled pointing on stone masonry including racking of joints and curing etc. complete including all leads of all construction materials in mortar ratio1:3
9Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate up to 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: ( b) 50 mm
10Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materialsof thickness: 20 mm
11Providing 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
12Side shuttering including propping etc. complete (to achieve finish F 2 for : a. Block joints of foundation stilling basins buckets, aprons etc.( non -suspended horizontallylaid mass concrete)
13Preparation and dressing the sub grade including removal ofirregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and highly weathered rock forFor bed
14Preparation and dressing the sub grade including removal ofirregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and highly weathered rock forFor slope
15Cement 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
16Cement 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 side lining of thickness.7.5 cm
17Rip rap stone laying in required profile properly hand packed using stone of specified size including all lead & lifts: 23 cm thickness (± 5 % thickness tolerance)
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