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Repairing Of Piping Near Head Regulator Of Direct Outlet Km 32 . 80 Of Rmc, KOTA-Rajasthan

Command Area Development Authority-CADA has published Repairing Of Piping Near Head Regulator Of Direct Outlet Km 32 . 80 Of Rmc. Submission Date for this Tender is 01-07-2021. Dam Work Tenders in KOTA Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

28185981
Corrigendum : Repairing Of Piping Near Head Regulator Of Direct Outlet Km 32 . 80 Of Rmc
Open Tender
Indian
Rajasthan
KOTA
01-07-2021

Tender Details

Repairing Of Piping Near Head Regulator Of Direct Outlet Km 32 . 80 Of Rmc

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 22-Jun-2021 date Date 01-07-2021

Key Value

Document Fees
INR 1000 /-
EMD
Refer document
Tender Value
Refer document

BOQ Items

Name of work : Repairing of piping near head regulator of direct outlet km 32.80 of RMC.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Dismantling cement concrete including disposal of material within 50 m lead, inclusive of de-watering wherever required. 11.04 Cum
2 2 Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect. Hard / dense soil 313.24 Cum
3 3 Add extra over item No. 2 for disposal of excavated material above initial lift of 1.5m and for every additional lift of 1.5m or part there of including loading and un- loading wherever required. (i) Earth/ Soil morrum Ist lift 95.61 Cum
4 3.01 II nd lift 79.72 Cum
5 3.02 IIIrd lift 8 Cum
6 4 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 25.15 Cum
7 5 Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. 300 mm NP3 27.5 RM
8 6 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.Lead upto 2.00 Km. 120.96 Cum
9 7 Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of de-watering wherever required and all applicable taxes and levies etc. complete in all respect. Earth / Soil 154.33 Cum
10 8 Watering of earth including cost of carriage of water when source of water is up to 3 km. 145.44 Cum
11 9 Compaction of earth or highly weathered strata, By manually or plain roller. (density 90% of Proctor) 145.44 Cum
12 10 Labour charges including watering for puddle work to obtain minimum dry density as 90 % of M.D.D. 139.2 Cum
13 11 Lip cutting and final dressing as per designed section including re-handling and disposal of excavated earth in layers 20 cm on embankments etc. with cost of dewatering wherever required, and complete in all respect 53.19 Sqm.
14 12 Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using. (ii) Tor or ribbed bars (IS :1786-1985) 3116.91 Kg.
15 13 Side shuttering including propping etc. complete (to achieve finish F 2 for : Block joints of foundation stilling basins buckets, aprons etc. (non - suspended horizontally laid mass concrete) 261.18 Sqm.
16 14 Providing and Laying in position of Cement concrete Nominal mix (1:2:4) 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 116.53 Cum
17 15 Design, Drawing, fabrication, supply, erection, testing and commissioning of Vertical lift sliding type gate with frame consisting of skin plate, sealing frame, stiffeners, horizontal and vertical girders, guide, stainless steel flat/Brass flat, rivets, wedges, lifting rods etc., with all accessories as per relevant IS code including frame & gate complete set for Canal Cross, Escape, Head regulator /Tank head regulator including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, seal fixing, tools and tackles etc., applying two coat of zinc rich epoxy primer to give dry film thickness of 70±5 microns and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150±5 microns per coat thus total dry film thickness of all coats, including primer coating, should not be less than 350 microns., complete as per specifications and approved drawings with all lead and lifts, including packing & forwarding, transportation charges for structural steel components and other materials. 0.19 Tonne
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