Water Resources Department-WRD has published Construction Of Cut And Cover Between Rd 104 To 210 M On New Approved Alignment Of Sabermati Project , Tehsil Kotra Dist . Udaipur. Submission Date for this Tender is 13-05-2020. Civil Work Tenders in Kotra Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 04-Apr-2020 | Date corrigendum | Date | 27-04-2020 |
| 2 | 22-Apr-2020 | Date Extend | Date | 13-05-2020 |
| 3 | 01-May-2020 | Fee Pay through E-grass challan on Line | Fee | 13-05-2020 |
| 4 | 06-May-2020 | Fee deposited via Egrass challan | Fee | 13-05-2020 |
| Name of Work: Construction of Cut and Cover of LMC between RD 104 to 210 m on new approved alignment of Sabarmati Minor Irrigation Project Tehsil Kotra Distt. Udaipur | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect Hard soil mixed with kankar / boulders, morrum | BI01010001010000000000000515BI0100001113 | 5.32 | Cum |
| 2 | 2 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect | BI01010001010000000000000515BI0100001114 | ||
| 3 | 2.01 | Soft / disintegrated rock. | BI01010001010000000000000515BI0100001115 | 10.66 | Cum |
| 4 | 2.02 | Hard rock not requiring blasting. | BI01010001010000000000000515BI0100001116 | 10.66 | Cum |
| 5 | 2.03 | Phylites and other hard rock requiring nominal blasting. | BI01010001010000000000000515BI0100001117 | 26.64 | Cum |
| 6 | 2.04 | (d) Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank / embankment, dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate. | BI01010001010000000000000515BI0100001118 | 213.12 | Cum |
| 7 | 3 | Preparation and dressing the sub grade including removing irregularities up to 7.50 Cm. in soil, morrum mixed with pebbles, small boulders and highly weathered rock for : (a) Bed. | BI01010001010000000000000515BI0100001119 | 148 | Sqm |
| 8 | 4 | Excavation with line drilling, controlled blasting near structures, populated area (situated within 50m) including dewatering, loading, unloading, disposal & dressing within initial lead of 50m and lift upto 1.5m complete in all respect in dry or moist and also including compensation of damages if any , in : | BI01010001010000000000000515BI0100001120 | ||
| 9 | 4.01 | Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including dewatering, disposal of excavated material in the designated spoil bank/ embankment and dressing of excavated material with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate. | BI01010001010000000000000515BI0100001121 | 2755.2 | Cum |
| 10 | 5 | Final excavation by line drilling including removing of hard rock by wedging and barring and chiseling near final levels (only upto 0.3 m depth) without resorting to blasting including dewatering, disposal of excavated material within initial lead of 50m and lift of 1.5m complete in all respect | BI01010001010000000000000515BI0100001122 | 96 | Cum |
| 11 | 6 | Cement Concrete ( 1 : 3 : 6 ) M - 10 well mixed and laid in position complete including all leads of all construction materials including curing and finishing having well graded crusher broken stone aggregate of maximum size up to : 20 mm. | BI01010001010000000000000515BI0100001123 | 90.98 | Cum |
| 12 | 7 | Plum concrete well mixed and laid in position including curing and finishing etc including all leads of all construction materials complete in all respect with well graded crusher broken stone aggregate of maximum size 80 mm in following proportion with 17% use of plums of more than 150 mm size embedded in concrete. Plum concrete (1:3:6) | BI01010001010000000000000515BI0100001124 | 231.33 | Cum |
| 13 | 8 | Random 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 Foundation including curing all leads of all construstion materials including curing etc.complete.In Cement Sand mortar ( 1 : 6 )\n (A) Foundation | BI01010001010000000000000515BI0100001126 | 67.6 | Cum |
| 14 | 9 | Random 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 Foundation including curing all leads of all construstion materials including curing etc.complete.In Cement Sand mortar ( 1 : 6 ) super structure\n | BI01010001010000000000000515BI0100001127 | 62.16 | Cum |
| 15 | 10 | Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 | BI01010001010000000000000515BI0100001128 | 155.4 | Sqm |
| 16 | 11 | Reinforced Cement concrete (1:1.5:3) M-20 well mixed and laid in position complete including all leads of all construction materials including curing and finishing having well graded crusher broken stone aggregate of maximum size up to20 mm.\nExtra labour charges for obstruction in laying and placing the reinforcement for slabs,cantilevers projections ,staircases, lintels, beams, chajjas, retaining walls,piers,abutments,galleries,arch covers,bed plates, sluice capstan bases etc. | BI01010001010000000000000515BI0100001129 | 482.62 | Cum |
| 17 | 12 | Drilling holes of 35 mm diameter for anchor rods. Up to 1.50 m depth. | BI01010001010000000000000515BI0100001130 | 1018 | No |
| 18 | 13 | Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete | BI01010001010000000000000515BI0100001131 | 5885.06 | Kg |
| 19 | 14 | Labour charges for fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete. | BI01010001010000000000000515BI0100001132 | 1018 | No |
| 20 | 15 | Side shuttering including propping etc. complete to avhive finish F2 for Block joints of foundation stilling basins buckets, aprons etc.Non suspended horizontally laid mass concrete.) | BI01010001010000000000000515BI0100001133 | 1136.36 | Sqm |
| 21 | 16 | Supplying of M.S. reinforcement 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.Tor or ribbed bars (IS:1786-1985) | BI01010001010000000000000515BI0100001134 | 42317.9 | Kg |
| 22 | 17 | Providing 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 : 50 mm. | BI01010001010000000000000515BI0100001135 | 59.2 | Sqm |
| 23 | 18 | pre cast cement concrete -providing hoisting and fixing up to floor three level pre cast reinforcement concrete work in m-20 grade mix including cost of required centring shuttring finishing smooth with 6mm thick cement plaster 1:3 on exposed surface complete excluding cost of reinforcement | BI01010001010000000000000515BI0100001136 | 46.36 | Cum |
| 24 | 19 | small lintel not exceeding 1.5 m clear span | BI01010001010000000000000515BI0100001137 | ||
| 25 | 20 | Re-handing 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 | BI01010001010000000000000515BI0100001138 | ||
| 26 | 20.01 | mixed strata muck | BI01010001010000000000000515BI0100001139 | ||
| 27 | 20.02 | Add extra over item 10 (a) for lead beyond 250m & upto 750m (for average 1/2Km). | BI01010001010000000000000515BI0100001140 | 2755.2 | Cum |
| 28 | 21 | Supply and fixing of sluice/regulator gates using MS plates, channels, tees, angles, girders etc. of given size an design having suitable brass/ gun metal lining, rubber selas etc. and desired rod length, capstan head, clamps keys, wire ropes, ladders, supports, etc. complete (excluding civil wortks) including painting with red-ixide paint & delivery at site (size upto 1 sqm) | BI01010001010000000000000515BI0100001141 | 200 | Kg |
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