Rajasthan Urban Infrastructure Development Project-RUIDP has published Providing Drainage Network And Construction Of Drainage Pumping Station And All Allied Works At Nawalgarh, Ratangarh And Construction Of Works Of Drainage System And All Allied Works At Bundi And Bhawanimandi. Submission Date for this Tender is 12-10-2022. Drainage Tenders in nawalgarh Rajasthan. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Part A: Rising Main |
| 2 | Earth work in excavation in open area, STP, WTP, Pumping station with mechanical means including dressing of sides and ramming of bottoms, including getting out the excavated material, disposal of excavated material lead upto 1000m at suitable site as per as per drawing and as per direction of Engineer. (Measurements for payment to be done as per standard drawings).In all type of soil |
| 3 | Above 3.0 m and upto 6.0 m depth |
| 4 | 1) Ratangarh = 0 cum2) Nawalgarh =84512 cum 3) Bundi = 0 cum 4) Bhawanimandi = 0 cum |
| 5 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m |
| 6 | Depth up to 1.5 m |
| 7 | 1) Ratangarh = 8380 cum2) Nawalgarh =18491 cum 3) Bundi = 80828 cum 4) Bhawanimandi = 18944 cum |
| 8 | Above 1.5 m and up to3.0 m |
| 9 | 1) Ratangarh = 0 cum2) Nawalgarh =8390 cum 3) Bundi = 27267 cum 4) Bhawanimandi = 0 cum |
| 10 | Above 3.0 m and up to4.5 m |
| 11 | 1) Ratangarh = 0 cum2) Nawalgarh =2574 cum 3) Bundi = 0 cum 4) Bhawanimandi = 0 cum |
| 12 | In ordinary rock. |
| 13 | Depth up to 1.5 m |
| 14 | 1) Ratangarh = 0 cum2) Nawalgarh =286 cum 3) Bundi = 0 cum 4) Bhawanimandi = 0 cum |
| 15 | Above 3.0 m and up to4.5 m |
| 16 | 1) Ratangarh = 0 cum2) Nawalgarh =286 cum 3) Bundi = 0 cum 4) Bhawanimandi = 0 cum |
| 17 | Dressing of earth work in surface excavation including cutting and filling upto 30 cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m. |
| 18 | 1) Ratangarh = 0 sqm2) Nawalgarh =0 sqm 3) Bundi = 21877 sqm 4) Bhawanimandi = 0 sqm |
| 19 | Construction of embankment with approved material obtained from borrow pit with all lifts and leads,transporting to site,spreading,grading to required slope and compacting by vibratory roller 8-10 to tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305.(Lead taken upto 5 km) |
| 20 | 1) Ratangarh = 0 Cum2) Nawalgarh =0 Cum 3) Bundi = 88056 Cum 4) Bhawanimandi = 0 Cum |
| 21 | Providing and layingPitching onslopes laid over prepared filter media including boulder apron laid dry infront of toe of embankment complete as per drawing and technical specifications and as per clause 2504 of MORTH &H Specification. With R.R. Stone /boulder weighing not less than 40Kg. Thickness not less than 150mm, specific gravity not less than 2.65 |
| 22 | 1) Ratangarh = 0 Cum2) Nawalgarh =0 Cum 3) Bundi = 11741 Cum 4) Bhawanimandi = 0 Cum |
| 23 | Providing weep holes in brick/ stone masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with following dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing face complete as per drawing, technical specifications and clause 2205 of MoRT&H Specification including all scaffolding, material, labour, machinery etc. 100 mm dia |
| 24 | 1) Ratangarh = 0 metre2) Nawalgarh =0 metre 3) Bundi = 20628 metre 4) Bhawanimandi = 0 metre |
| 25 | Carriage of Materials by mechanical transport including loading, unloading and stacking :: |
| 26 | Earth |
| 27 | lead up to 1 Km |
| 28 | 1) Ratangarh = 500 Cum2) Nawalgarh =0 Cum 3) Bundi = 0 Cum 4) Bhawanimandi = 8525 Cum |
| 29 | lead up to 2 Km |
| 30 | 1) Ratangarh = 800 Cum2) Nawalgarh =0 Cum 3) Bundi = 0 Cum 4) Bhawanimandi = 0 Cum |
| 31 | lead up to 3 Km |
| 32 | 1) Ratangarh = 700 Cum2) Nawalgarh =0 Cum 3) Bundi = 0 Cum 4) Bhawanimandi = 4263 Cum |
| 33 | lead up to 5 Km |
| 34 | 1) Ratangarh = 0 Cum2) Nawalgarh =0 Cum 3) Bundi = 0 Cum 4) Bhawanimandi = 4263 Cum |
| 35 | Stone, Boulders, gravellary material |
| 36 | lead up to 1 Km |
| 37 | 1) Ratangarh = 0 cum2) Nawalgarh =0 cum 3) Bundi = 0 cum 4) Bhawanimandi = 4068 cum |
| 38 | lead up to 2 Km |
| 39 | 1) Ratangarh = 0 Cum2) Nawalgarh =5239 Cum 3) Bundi = 0 Cum 4) Bhawanimandi = 0 Cum |
| 40 | lead up to 3 Km |
| 41 | 1) Ratangarh = 0 cum2) Nawalgarh =0 cum 3) Bundi = 0 cum 4) Bhawanimandi = 2034 cum |
| 42 | lead up to 5 Km |
| 43 | 1) Ratangarh = 0 Cum2) Nawalgarh =0 Cum 3) Bundi = 0 Cum 4) Bhawanimandi = 2034 Cum |
| 44 | Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISImarkedK-7gradeS&Spipesasper IS:8329-2000(amendeduptodate),withinternalcementmortar lining for potablewaterwith rubber ring (EPDM/SBR) jointsas per IS: 5382-1985 (excluding special accessories) complete including all material,labour,hydraulictestingandcommissioningasper TechnicalSpecificationsandasperdirectionofEngineer. Note : E/w to be measured and paid separately. |
| 45 | 500 mm dia |
| 46 | 1) Ratangarh = 0 metre2) Nawalgarh =400 metre 3) Bundi = 0 metre 4) Bhawanimandi = 0 metre |
| 47 | 600 mm dia |
| 48 | 1) Ratangarh = 0 metre2) Nawalgarh =1750 metre 3) Bundi = 0 metre 4) Bhawanimandi = 0 metre |
| 49 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately. |
| 50 | 150 mm dia |
| 51 | 1) Ratangarh = 530 meter2) Nawalgarh =0 meter 3) Bundi = 0 meter 4) Bhawanimandi = 0 meter |
| 52 | 200 mm dia |
| 53 | 1) Ratangarh = 730 meter2) Nawalgarh =0 meter 3) Bundi = 0 meter 4) Bhawanimandi = 0 meter |
| 54 | 250 mm dia |
| 55 | 1) Ratangarh = 2180 meter2) Nawalgarh =0 meter 3) Bundi = 0 meter 4) Bhawanimandi = 0 meter |
| 56 | 300 mm dia |
| 57 | 1) Ratangarh = 1980 meter2) Nawalgarh =0 meter 3) Bundi = 0 meter 4) Bhawanimandi = 0 meter |
| 58 | 400 mm dia |
| 59 | 1) Ratangarh = 4720 meter2) Nawalgarh =0 meter 3) Bundi = 0 meter 4) Bhawanimandi = 0 meter |
| 60 | Providing, lowering, laying in trenches, aligning, fixing in position andjointingatalllevel/depthsDIK-12standard,DuctileIronDoubleChamberedRestrainedJointsendsof90°,45°,22.5°and11.25°with rubber ring (EPDM) jointsas per IS: 5382-1985,locking ringsandlockingbarswithintrenchesinDIRestrainedJointpipelinecompleteincludingallmaterial,labour,testingandcommissioningalongwith pipeline and as per technical specifications and as perdirection of Engineer |
| 61 | Specials S&S DI K-12 |
| 62 | Upto 300mm dia |
| 63 | 1) Ratangarh = 20500 kg2) Nawalgarh =0 kg 3) Bundi = 0 kg 4) Bhawanimandi = 0 kg |
| 64 | Above 300mm dia and upto 600mm dia |
| 65 | 1) Ratangarh = 16000 kg2) Nawalgarh =0 kg 3) Bundi = 0 kg 4) Bhawanimandi = 0 kg |
| 66 | Specials flanged DI K-12 |
| 67 | Upto 300mm dia |
| 68 | 1) Ratangarh = 2050 kg2) Nawalgarh =0 kg 3) Bundi = 0 kg 4) Bhawanimandi = 0 kg |
| 69 | Above 300mm dia and upto 600mm dia |
| 70 | 1) Ratangarh = 1600 kg2) Nawalgarh =0 kg 3) Bundi = 0 kg 4) Bhawanimandi = 0 kg |
| 71 | Providing,lowering,laying,aligning,fixinginpositioninpipeline,manuallyoperatedDI D/FSluicevalves of approvedmake PN 1.0classoffollowingdiacomplete(includingjointingandjointing material)includingallmaterial,labour,testingandcommissioning alongwithpipelineasperTechnicalSpecificationsandasper direction of Engineer. |
| 72 | 150 mm dia |
| 73 | 1) Ratangarh = 1 Each2) Nawalgarh =0 Each 3) Bundi = 0 Each 4) Bhawanimandi = 0 Each |
| 74 | 200 mm dia |
| 75 | 1) Ratangarh = 1 Each2) Nawalgarh =0 Each 3) Bundi = 0 Each 4) Bhawanimandi = 0 Each |
| 76 | 250 mm dia |
| 77 | 1) Ratangarh = 1 Each2) Nawalgarh =0 Each 3) Bundi = 0 Each 4) Bhawanimandi = 0 Each |
| 78 | 300 mm dia |
| 79 | 1) Ratangarh = 1 Each2) Nawalgarh =0 Each 3) Bundi = 0 Each 4) Bhawanimandi = 0 Each |
| 80 | 400 mm dia |
| 81 | 1) Ratangarh = 1 Each2) Nawalgarh =0 Each 3) Bundi = 0 Each 4) Bhawanimandi = 0 Each |
| 82 | 600 mm dia |
| 83 | 1) Ratangarh = 0 Each2) Nawalgarh =1 Each 3) Bundi = 0 Each 4) Bhawanimandi = 0 Each |
| 84 | Providing, lowering, laying, aligning, fixing in position and jointing in pipelineDIKineticDoubleAirValvesoffollowingdia(including jointingandjointingmaterial),includingallmaterial,labour,testing andcommissioningasperTechnicalSpecificationsandasper direction of Engineer. |
| 85 | 50mm dia |
| 86 | 1) Ratangarh = 1 Each2) Nawalgarh =0 Each 3) Bundi = 0 Each 4) Bhawanimandi = 0 Each |
| 87 | 80mm dia |
| 88 | 1) Ratangarh = 3 Each2) Nawalgarh =0 Each 3) Bundi = 0 Each 4) Bhawanimandi = 0 Each |
| 89 | 150 mm dia |
| 90 | 1) Ratangarh = 0 Each2) Nawalgarh =2 Each 3) Bundi = 0 Each 4) Bhawanimandi = 0 Each |
| 91 | Providing, lowering, laying, aligning, fixing in position D.I. D/F manually operated long body butterfly valves PN-1.0 class of following dia complete (including jointing and jointing material) including all material, labour, testing along with pipe line and commissioning as per Technical Specifications and as per direction of Engineer |
| 92 | 600 mm dia |
| 93 | 1) Ratangarh = 0 Each2) Nawalgarh =1 Each 3) Bundi = 0 Each 4) Bhawanimandi = 0 Each |
| 94 | Providing and Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts including jointing ends and fixing collar with cement mortar 1:2 complete as per clause 1000 & 2900 of MoRT&H specification including all material, labour form work, machinery. |
| 95 | 500 mm dia |
| 96 | 1) Ratangarh = 0 metre2) Nawalgarh =2100 metre 3) Bundi = 180 metre 4) Bhawanimandi = 0 metre |
| 97 | 600 mm dia |
| 98 | 1) Ratangarh = 0 metre2) Nawalgarh =1300 metre 3) Bundi = 180 metre 4) Bhawanimandi = 0 metre |
| 99 | Providing, laying and jointing RCC NP4 jacking pipe (with steel pushing collar) with suitable leak proof joints (with using `12mm MDF sheets etc.) with compliance for maintaining slope as per design by trenchless method adopting Micro tunnelling method or any suitable mechanical technology below ground at all depth under running traffic condition including carrying out survey work at the job site for determining underground cable trenches like telephone, power cable, water & sanitary lines and resistivity tests for finding the soil strata using necessary equipment’s for completion of work, mobilizing of machineries and specialized crew at the job site, etc. complete in all respects, including excavation of drive pit and exit pit (upto 3 metre depth) with proper protection at the three sides, providing and casting of MS cutting edges for front shield and constructing thrust bed at designed level as directed by the Engineer, necessary de-watering and providing concrete foundations at the base of the Drive pit, crane for handling of pipes, and any other machinery, tool & tackles required, construction of temporary works as per requirement complete in all respect (all depths) with all lead and lifts, as per specification and the direction of the Engineer. Note- 1. Manual Pipe jacking is not permitted for workmen safety reasons. 2. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. In all type of soils including mixed starta / soil |
| 100 | 250 mm dia RCC pipe |
| 101 | 1) Ratangarh = 30 meter2) Nawalgarh =0 meter 3) Bundi = 0 meter 4) Bhawanimandi = 0 meter |
| 102 | Supply and Pushing of MS casing pipe of specified thickness by trenchless method adopting micro-tunnelling or any suitable mechanical technology or technology approved by Railway below ground at all depth under running traffic condition as per railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipment’s for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (upto 3 metre depth) with proper protection at three sites with shoring sheets and ISMB"s. Providing MS cutting edges for front shield and Constructing thrust bed at designated level. Necessary de-watering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Railway Authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per requirement and as per approved by railway authorities, specification and the direction of the Engineer. (Protective coating/ lining if done that will be paid extra) Note- 1. Manual Pipe jacking is not permitted for workmen safety reasons. 2. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. In all type of soils |
| 103 | 600 mm dia 12 mm thick casing pipe |
| 104 | 1) Ratangarh = 100 meter2) Nawalgarh =0 meter 3) Bundi = 0 meter 4) Bhawanimandi = 0 meter |
| 105 | Providing, laying and compacting plain/ reinforced cement concrete ofspecifiedgradeinfoundation/levellingcourse/pilecapusing concrete mixer and vibrater complete including cost of form work, as perdrawingandtechnicalspecificationsandasperclause1100, 1500,1700,2100ofMoRT&Hspecificationincludingallscaffolding material, labour, machinery RCC Grade M -20 |
| 106 | 1) Ratangarh = 60 cum2) Nawalgarh =92 cum 3) Bundi = 0 cum 4) Bhawanimandi = 0 cum |
| 107 | Reinforcement for R.C.C. work at all levels including straightening,cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars |
| 108 | 1) Ratangarh = 7070 Kg2) Nawalgarh =21168 Kg 3) Bundi = 1651110 Kg 4) Bhawanimandi = 552052 Kg |
| 109 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level : |
| 110 | 1:3:6 (1 Cement : 3 fine/ coarse sand : 6 graded stone aggregate 40 mm nominal size). |
| 111 | 1) Ratangarh = 0 cum2) Nawalgarh =0 cum 3) Bundi = 3342 cum 4) Bhawanimandi = 0 cum |
| 112 | 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 113 | 1) Ratangarh = 0 cum2) Nawalgarh =9 cum 3) Bundi = 106 cum 4) Bhawanimandi = 0 cum |
| 114 | Providing, laying and compacting plain/ reinforced cement concrete of specified grade in foundation/ levelling course/ pile cap using concrete mixer and vibrater complete including cost of form work, as per drawing and technical specifications and as per clause 1100, 1500,1700,2100 of MoRT&H specification including all scaffolding material, labour, machinery. -PCC Grade M -15 |
| 115 | PCC Grade M -15 |
| 116 | 1) Ratangarh = 0 cum2) Nawalgarh =0 cum 3) Bundi = 0 cum 4) Bhawanimandi = 759 cum |
| 117 | Providing and laying structural plain/ reinforced cement concrete (design mix) of specified grade in substructure at all levels using concrete mixer and vibrater, including cost of form work, as per drawing and technical specifications complete as per clause 1500, 1700 and 2200 of MoRT&H specification including all material, labour, scaffolding etc. |
| 118 | PCC Grade M -20 |
| 119 | 1) Ratangarh = 0 cum2) Nawalgarh =0 cum 3) Bundi = 0 cum 4) Bhawanimandi = 5322 cum |
| 120 | Providing and laying structural plain/ reinforced cement concrete (design mix) of specified grade in substructure at all levels using batching plant, transit mixer, concrete pump and vibrater including cost of form work complete as per drawing and clause 1500, 1700 and 2200 of MoRT&H specification including all scaffolding, material, labour, machinery etc. |
| 121 | RCC Grade M -20 |
| 122 | 1) Ratangarh = 0 cum2) Nawalgarh =0 cum 3) Bundi = 0 cum 4) Bhawanimandi = 6901 cum |
| 123 | RCC Grade M -30 |
| 124 | 1) Ratangarh = 0 cum2) Nawalgarh =0 cum 3) Bundi = 20639 cum 4) Bhawanimandi = 0 cum |
| 125 | Supply, fabrication and fixing of stainless steel (SS-316) Coarse Bar screen (mechanically raked) with flat bar 50mm X 10mm Spacing of bars 50mm suitable for mounting in channel of specified size with inclination not more than 75 degree complete in all respect as per technical specification and the direction of the Engineer for following PEAK FLOW and upto 3m channel depth. |
| 126 | 12 MLD (10.1 MLD to 15 MLD ) |
| 127 | 1) Ratangarh = 0 set2) Nawalgarh =1 set 3) Bundi = 0 set 4) Bhawanimandi = 0 set |
| 128 | 20 MLD (15.1 MLD to 20 MLD ) |
| 129 | 1) Ratangarh = 0 set2) Nawalgarh =3 set 3) Bundi = 0 set 4) Bhawanimandi = 0 set |
| 130 | Construction of RCC valve chamber for different types of valves including earthwork excavation, 100 mm PCC M10 (1:3:6 i.e 1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as levelling course, RCC M20 grade (1:1½:3 i.e. 1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal) size for base slab, side wall & cover slab all 125 mm thick with C.I. surface box with hinged cover 100x100x75 mm (deep), including cost of steel reinforcement not less than 80 kg per cum CC, form work, proper curing of concrete work, complete in all respect as per standard specifications and drawings and as directed by Engineerin- charge. |
| 131 | 1200 x 1200 x 1300 mm (depth) for 80/100/125/150 mm dia valve |
| 132 | 1) Ratangarh = 5 No2) Nawalgarh =0 No 3) Bundi = 0 No 4) Bhawanimandi = 0 No |
| 133 | 1300 x 1300 x 1450 mm (depth) for 200/250/300 mm dia valve |
| 134 | 1) Ratangarh = 5 No2) Nawalgarh =0 No 3) Bundi = 0 No 4) Bhawanimandi = 0 No |
| 135 | 1400 x 1600 x 1750 mm (depth) for 350/400/450/500/600 mm dia valve |
| 136 | 1) Ratangarh = 3 No2) Nawalgarh =0 No 3) Bundi = 0 No 4) Bhawanimandi = 0 No |
| 137 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: |
| 138 | 1) Ratangarh = 0 kg2) Nawalgarh =0 kg 3) Bundi = 0 kg 4) Bhawanimandi = 1155 kg |
| 139 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 140 | 1) Ratangarh = 0 kg2) Nawalgarh =0 kg 3) Bundi = 12500 kg 4) Bhawanimandi = 0 kg |
| 141 | Random rubble masonry with hard stone in foundation and plinth : |
| 142 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 143 | 1) Ratangarh = 0 cum2) Nawalgarh =0 cum 3) Bundi = 60 cum 4) Bhawanimandi = 0 cum |
| 144 | Random rubble dry stone Kharanja (soling) under floor |
| 145 | 1) Ratangarh = 0 cum2) Nawalgarh =0 cum 3) Bundi = 4350 cum 4) Bhawanimandi = 0 cum |
| 146 | Brick work with bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in : |
| 147 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 148 | 1) Ratangarh = 0 cum2) Nawalgarh =0 cum 3) Bundi = 60 cum 4) Bhawanimandi = 0 cum |
| 149 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for "AA" class loading as per IRC specifications including the effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal sizes. The work includes required safety measures, construction of drain for diversion of flowing water, cost of design of RCC Precast Box and its proof checking from IIT/MNIT Jaipur etc. complete in all respect as per specifications |
| 150 | Size 0.60 M x 0.60 M |
| 151 | 1) Ratangarh = 0 meter2) Nawalgarh =0 meter 3) Bundi = 500 meter 4) Bhawanimandi = 500 meter |
| 152 | Size 0.75 M x 0.75 M |
| 153 | 1) Ratangarh = 0 meter2) Nawalgarh =0 meter 3) Bundi = 200 meter 4) Bhawanimandi = 0 meter |
| 154 | Size 1.00 M x 1.00 M |
| 155 | 1) Ratangarh = 0 meter2) Nawalgarh =0 meter 3) Bundi = 1407 meter 4) Bhawanimandi = 100 meter |
| 156 | Size 1.00 M x 1.25 M |
| 157 | 1) Ratangarh = 0 meter2) Nawalgarh =0 meter 3) Bundi = 300 meter 4) Bhawanimandi = 0 meter |
| 158 | Size 1.25 M x 1.25 M |
| 159 | 1) Ratangarh = 0 meter2) Nawalgarh =0 meter 3) Bundi = 743 meter 4) Bhawanimandi = 0 meter |
| 160 | Size 1.50 M x 1.50 M |
| 161 | 1) Ratangarh = 0 meter2) Nawalgarh =0 meter 3) Bundi = 1630 meter 4) Bhawanimandi = 0 meter |
| 162 | Size 2.00 M x 2.00 M |
| 163 | 1) Ratangarh = 0 meter2) Nawalgarh =0 meter 3) Bundi = 2000 meter 4) Bhawanimandi = 0 meter |
| 164 | Sludge clearance of drains, channels and canals with lift 1.5 Mtr and lead up to 50 Mtr. |
| 165 | 1) Ratangarh = 0 cum2) Nawalgarh =0 cum 3) Bundi = 2543 cum 4) Bhawanimandi = 0 cum |
| 166 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 167 | 1) Ratangarh = 0 Kilo liter2) Nawalgarh =0 Kilo liter 3) Bundi = 2543 Kilo liter 4) Bhawanimandi = 0 Kilo liter |
| 168 | Pre cast drain cover of 75mm thick RCC at 20meter intervale along the drain length |
| 169 | Standard Size 600x800mm (75mm thick) for span 300 to 450mm |
| 170 | 1) Ratangarh = 0 sqm2) Nawalgarh =0 sqm 3) Bundi = 0 sqm 4) Bhawanimandi = 259 sqm |
| 171 | Standard Size 1000x800mm (100mm thick) for span 451 to 700mm |
| 172 | 1) Ratangarh = 0 sqm2) Nawalgarh =0 sqm 3) Bundi = 0 sqm 4) Bhawanimandi = 91 sqm |
| 173 | Providing and fixing of reinforced Ferro-Cement drain covers designed for "AA" class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc. |
| 174 | (a) Standard Size 1000x800mm for span 451 to 700mm |
| 175 | 1) Ratangarh = 0 sqm2) Nawalgarh =0 sqm 3) Bundi = 240 sqm 4) Bhawanimandi = 0 sqm |
| 176 | Providing and fixing stone slab covering of required size over drainsincluding filling of joints with cement sand mortar 1:3 complete asper direction of Engineer-in-charge. |
| 177 | Average thickness 60 to 75 mm |
| 178 | 1) Ratangarh = 0 sqm2) Nawalgarh =0 sqm 3) Bundi = 0 sqm 4) Bhawanimandi = 7823 sqm |
| 179 | Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix: |
| 180 | 1:4 (1 cement : 4 fine/ coarse sand) |
| 181 | 1) Ratangarh = 0 sqm2) Nawalgarh =0 sqm 3) Bundi = 300 sqm 4) Bhawanimandi = 0 sqm |
| 182 | Construction of Dedhana lake, Kosks and Drains |
| 183 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications and as per clause 2504 of MoRT&H Specification.With R.R. Stone/ bolder, weighing not less than 40 kg, thickness not less than 150mm, Specific gravity not less than 2.65. |
| 184 | 1) Ratangarh = 0 cum2) Nawalgarh =2295 cum 3) Bundi = 0 cum 4) Bhawanimandi = 0 cum |
| 185 | Providing and laying graded stone aggregate Filter Material underneath pitching in slopes complete as per drawing and Technical specifications and as per clause 2504 of MoRT&H Specification. |
| 186 | 1) Ratangarh = 0 cum2) Nawalgarh =2295 cum 3) Bundi = 0 cum 4) Bhawanimandi = 0 cum |
| 187 | Wrought iron and mild steel welded work) (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately. |
| 188 | 1) Ratangarh = 0 quintal2) Nawalgarh =287 quintal 3) Bundi = 0 quintal 4) Bhawanimandi = 0 quintal |
| 189 | Providing, laying, spreading and compacting of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratorypowerrollertoachievethedesireddensity,completeas per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion.Grading - I Material |
| 190 | 1) Ratangarh = 0 cum2) Nawalgarh =2104 cum 3) Bundi = 0 cum 4) Bhawanimandi = 0 cum |
| 191 | ProvidingandfixingprecastdensecementconcreteM-20 Grade(Vibro-pressed)drainsectionblockofdifferentsizeasper approveddrawing,designandstrengthasperIS:2185(partI)of grade"D"(5.00N/mm2)properqualityofadditive/admixturelike plasticizeretc.addedtoproducehighqualityanddurabledrain section Blocks of "L" shape "U" shape etc. over 50mm thick CC M15 base course with fixing and joining with C.M.1:4 in proper grade and levelcompleteinallrespect.(costofearthwork,steel&welded mesh shall be paid extra). 80 mm thick |
| 192 | Bakra Mandi; Lenth 300 m , Section 300 x700 mm |
| 193 | 1) Ratangarh = 0 Sqm2) Nawalgarh =558 Sqm 3) Bundi = 0 Sqm 4) Bhawanimandi = 0 Sqm |
| 194 | Fire Brigade; ; Lenth 200 m , Section 450 x700 mm |
| 195 | 1) Ratangarh = 0 Sqm2) Nawalgarh =402 Sqm 3) Bundi = 0 Sqm 4) Bhawanimandi = 0 Sqm |
| 196 | Swamiyon ka Jhaav; Length 400 m, Section 300 x700 mm |
| 197 | 1) Ratangarh = 0 Sqm2) Nawalgarh =744 Sqm 3) Bundi = 0 Sqm 4) Bhawanimandi = 0 Sqm |
| 198 | Bhakton ka Johad; Length 200m, Section 300 x 700 mm |
| 199 | 1) Ratangarh = 0 Sqm2) Nawalgarh =372 Sqm 3) Bundi = 0 Sqm 4) Bhawanimandi = 0 Sqm |
| 200 | Part B: Road Dismantling and Road Restoration |
| 201 | Dismantling of LT line pole (PCC - 8/9 mtr height) single phase/3 phase & 5 wires bracket, top hamper, insulators(pin or disc) earthwire and conductors. |
| 202 | 1) Ratangarh = 10 Each2) Nawalgarh =0 Each 3) Bundi = 0 Each 4) Bhawanimandi = 0 Each |
| 203 | Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately as per MoRT&H specification clause 202. |
| 204 | 1) Ratangarh = 10 Each2) Nawalgarh =0 Each 3) Bundi = 0 Each 4) Bhawanimandi = 150 Each |
| 205 | Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit to required compaction as per MoRT&H specification clause 201. (Measurment of girth to be done at height of 1 m above ground level). |
| 206 | Girth from 300 mm to 600 mm |
| 207 | 1) Ratangarh = 5 Each2) Nawalgarh =0 Each 3) Bundi = 0 Each 4) Bhawanimandi = 0 Each |
| 208 | Girth from 600 mm to 900 mm |
| 209 | 1) Ratangarh = 5 Each2) Nawalgarh =200 Each 3) Bundi = 25 Each 4) Bhawanimandi = 0 Each |
| 210 | Girth from 900 mm to 1800 mm |
| 211 | 1) Ratangarh = 5 Each2) Nawalgarh =0 Each 3) Bundi = 0 Each 4) Bhawanimandi = 0 Each |
| 212 | Girth from 1800 mm to 2700 mm |
| 213 | 1) Ratangarh = 5 Each2) Nawalgarh =50 Each 3) Bundi = 0 Each 4) Bhawanimandi = 0 Each |
| 214 | Clearing Grass and Removal of Rubbish (Maximum 150mm) by manual means and disposal at a lead of 50 metres as per MoRT&H specification clause 201. |
| 215 | 1) Ratangarh = 0 Hectare2) Nawalgarh =4.1 Hectare 3) Bundi = 0 Hectare 4) Bhawanimandi = 0 Hectare |
| 216 | Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer. |
| 217 | Lime Concrete, cement concrete grade M-10 (1:5:10) and below |
| 218 | 1) Ratangarh = 10 cum2) Nawalgarh =0 cum 3) Bundi = 0 cum 4) Bhawanimandi = 1193 cum |
| 219 | Cement Concrete Grade M-15 and above and PCC blocks |
| 220 | 1) Ratangarh = 30 cum2) Nawalgarh =0 cum 3) Bundi = 212 cum 4) Bhawanimandi = 0 cum |
| 221 | Dismantling Brick / Tile work |
| 222 | In cement mortar |
| 223 | 1) Ratangarh = 30 cum2) Nawalgarh =0 cum 3) Bundi = 0 cum 4) Bhawanimandi = 5248 cum |
| 224 | Dismantling Stone Masonry |
| 225 | Rubble stone masonry in cement mortar |
| 226 | 1) Ratangarh = 30 cum2) Nawalgarh =0 cum 3) Bundi = 445 cum 4) Bhawanimandi = 1312 cum |
| 227 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer. |
| 228 | Bituminous courses |
| 229 | 1) Ratangarh = 90 cum2) Nawalgarh =22 cum 3) Bundi = 216 cum 4) Bhawanimandi = 29 cum |
| 230 | Granular courses |
| 231 | 1) Ratangarh = 510 cum2) Nawalgarh =312 cum 3) Bundi = 648 cum 4) Bhawanimandi = 282 cum |
| 232 | Dismantling of cement concrete pavement for sewer line and manholes by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres including allowances for any additional dismantling beyond the drawings (measurement for payment to be as per standard drawings), rehandling of material/earth to complete the task. |
| 233 | 1) Ratangarh = 620 cum2) Nawalgarh =1176 cum 3) Bundi = 0 cum 4) Bhawanimandi = 144 cum |
| 234 | Providing, laying, spreading and compacting of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. Grading - I Material complete. |
| 235 | 1) Ratangarh = 510 cum2) Nawalgarh =134 cum 3) Bundi = 0 cum 4) Bhawanimandi = 0 cum |
| 236 | Providing, laying, spreading (with paver finisher only) and compacting wet mix macadam (WMM) base course comprising of graded stone aggregate and granular material conforming to MORT&H specifications (Table 400-II) in layers of equal compacted thickness each consolidated, including pre-mixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tippers to site, laying in uniform layers in base course on a well prepared sub-base/ base course and compacting with power vibratory-roller to achieve the desired density complete as per MoRT&H specification clause - 406 including all material, labour, machinery, lighting, guarding and maintenance of diversion. |
| 237 | 1) Ratangarh = 380 cum2) Nawalgarh =178 cum 3) Bundi = 0 cum 4) Bhawanimandi = 54 cum |
| 238 | Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS : 8887 and approved quality @ 0.9 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. |
| 239 | 1) Ratangarh = 2520 Sqm2) Nawalgarh =890 Sqm 3) Bundi = 0 Sqm 4) Bhawanimandi = 240 Sqm |
| 240 | Providing and applying tack coat on the prepared surface with bitumen emulsion as per IS: 8887 and approved quality @ 0.25 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion |
| 241 | 1) Ratangarh = 2520 Sqm2) Nawalgarh =1780 Sqm 3) Bundi = 0 Sqm 4) Bhawanimandi = 240 Sqm |
| 242 | Providing laying and consolidation Semi Dense Bituminous Concrete, as per Design Mix (approved by Engineer), on prepared surface with specified graded crushed aggregates as per table 500- 15 for wearing coarse including loading of material with F.E. loader, hot mixing of stone aggregate, filler and bitumen (including cost of anti-stripping compound wherever required) heating and mixing in in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting by power rollers and vibratory rollers or 150 to 250 KN pneumatic tyred roller with TP = 0.7 Mpa, to achieve the desired density (approximately 2.3 tonne/cum) complete as per clause 508 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding primer/tack coat. |
| 243 | 1) Ratangarh = 0 2) Nawalgarh =03) Bundi = 04) Bhawanimandi = 0 |
| 244 | 1) Ratangarh = 0 cum2) Nawalgarh =23 cum 3) Bundi = 0 cum 4) Bhawanimandi = 0 cum |
| 245 | 35-40 mm compacted thickness (Grade-1) using Bitumen VG-grade 30 @ 4.5% (percent by weight of total mix) |
| 246 | 1) Ratangarh = 260 cum2) Nawalgarh =0 cum 3) Bundi = 0 cum 4) Bhawanimandi = 0 cum |
| 247 | Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as per Table 500-23, premixed with bituminous binder @ 14.60 kg/ 10sqm (including cost of anti-stripping compound wherever required), including loading of material with F.E. loader, hot mixing of stone aggregate and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting smooth wheeled roller 8-10 tonne capacity and finishing to required level to achieve the desired density as per clause 511 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of tack coat/ seal coat. With Bitumen VG-grade 30 |
| 248 | 1) Ratangarh = 6290 Sqm2) Nawalgarh =0 Sqm 3) Bundi = 0 Sqm 4) Bhawanimandi = 0 Sqm |
| 249 | Providingandlayingopengradedpremixcarpet20mmthick (compacted),onpreparedsurfaceinasinglecourseaswearing course, composed of specified graded crushed stone aggregate as perTable500-23,premixedwithbituminousbinder@14.60kg/ 10sqm (including Cost of anti stripping compound Minimum 1% in Lime/Cement as per design wherever required), including loading of material with F.E. loader, hot mixing of stone aggregate and bitumen incomputerisedhotmixplant,transportingthemixedmaterialby tippers to paver and laying with manual finisher fittedwith electronic sensor control to the required level and grade, compacting smooth wheeled roller 8-10 tonne capacity and finishing to required level to achievethedesireddensityasperclause511ofMoRT&H specificationincludingallmaterial,labour,machinery,lighting, guardingandmaintenanceofdiversionbutexcludingcostoftack coat/ seal coat. With Bitumen VG-grade 30 |
| 250 | 1) Ratangarh = 0 sqm2) Nawalgarh =0 sqm 3) Bundi = 0 sqm 4) Bhawanimandi = 240 sqm |
| 251 | ProvidingandapplyingpremixedsealcoatType"B"comprisingof thinapplicationoffineaggregate0.06cum/10sqmpremixwith bitumen binder @ 6.8 Kg/10 Sqm (including Cost of anti stripping compoundMinimum1% inLime/Cementasperdesignwherever required) laying with paver finisher with electronic sensor control and rollingwith power roller8-10 tonne completeas perclause 513of MoRT&Hspecificationincludingallmaterial,labour,machinery, lighting, guarding and maintenance of diversion. With Bitumen VG-grade 30 |
| 252 | 1) Ratangarh = 6290 Sqm2) Nawalgarh =890 Sqm 3) Bundi = 0 Sqm 4) Bhawanimandi = 240 Sqm |
| 253 | Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid manually, compacting with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. |
| 254 | 1) Ratangarh = 580 cum2) Nawalgarh =392 cum 3) Bundi = 1249 cum 4) Bhawanimandi = 36 cum |
| 255 | Providing and laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion. |
| 256 | 1) Ratangarh = 530 cum2) Nawalgarh =784 cum 3) Bundi = 1249 cum 4) Bhawanimandi = 72 cum |
| 257 | Part C: Gravity Drain (Sewer line, Manhole, Inspection Chamber etc.) |
| 258 | Earth work for Sewer line and Manhole in excavation in foundation, trenches manholes, road side chambers etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level including allowances for any additional excavation beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task. |
| 259 | In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. |
| 260 | Depth upto 1.5 m |
| 261 | 1) Ratangarh = 1440 cum2) Nawalgarh =0 cum 3) Bundi = 0 cum 4) Bhawanimandi = 0 cum |
| 262 | Add extra for excavation in saturated soil, silt, rock and sludge where pumping or bailing out of water including well point if required for sewer line and manhole. |
| 263 | Excavation from Encountered depth of water table 0.0 to 1.5 m |
| 264 | 1) Ratangarh = 10 cum2) Nawalgarh =0 cum 3) Bundi = 0 cum 4) Bhawanimandi = 0 cum |
| 265 | Excavation from Encountered depth of water table 1.5 to 3.0 m |
| 266 | 1) Ratangarh = 10 cum2) Nawalgarh =0 cum 3) Bundi = 0 cum 4) Bhawanimandi = 0 cum |
| 267 | Carriage of Materials by mechanical transport including loading, unloading and stacking :: |
| 268 | Earth, Stone Boulders, gravellary |
| 269 | lead up to 1 Km |
| 270 | 1) Ratangarh = 130 cum2) Nawalgarh =0 cum 3) Bundi = 0 cum 4) Bhawanimandi = 0 cum |
| 271 | Barricading |
| 272 | Providing and fixing Barricading at site of work for restricting the general public using 40 mm dia M.S. pipe ("B" class) as vertical post with average spacing of 1.80 meter between two vertical posts, having height at least 1.5 m above road/ ground level and at least 30-45 cm below road/ ground level by making suitable size hole in road/ ground, providing and fixing suitably two rows of 100mm wide PVC Tape preferabley of red colour. The M.S. pipe shall be painted in red and white colour strips as per approved pattern as and when it becomes shabby butat least after every alternate shifting at new location. After shifting/ removal of barricading the hole shall be filled up properly and site is to be cleared in all respect. (Note: measurement is to be done in linear basis). |
| 273 | 1) Ratangarh = 2500 meter2) Nawalgarh =3000 meter 3) Bundi = 3000 meter 4) Bhawanimandi = 201 meter |
| 274 | Providing and fixing Barricading at site of work for restricting the general public using 40 mm dia M.S. pipe ("B" class) as vertical post with average spacing of 1.80 meter between two vertical posts, having height at least 1.5 m above road/ ground level and at least 30-45 cm below road/ ground level by making suitable size hole in road/ ground, providing and fixing two rows of 40 mm dia M.S. pipe ("B" class) as horizontal members with nuts & bolts. Both vertical and horizontal members shall be painted in red and white colour strips as per approved pattern as when it becomes shabby but at least after every alternate shifting at new location. After shifting/ removal of barricading holes shall be filled up properly and site is to be cleared in all respect. (Note: measurement is to be done in linear basis) |
| 275 | 1) Ratangarh = 10000 meter2) Nawalgarh =2550 meter 3) Bundi = 3960 meter 4) Bhawanimandi = 15000 meter |
| 276 | Providing and Fixing Minimum 0.63mm thick GI corrugated sheets (minimum width of each sheet shall be 60 cm) for covering the barricading in one/ two rows one above another and painting in red and white stripes as per the specifications and directions of the Engineer Incharge with proper fixing arrangements with GI limpet washers nuts and bolts complete in all respect. |
| 277 | 1) Ratangarh = 125 Sqm2) Nawalgarh =125 Sqm 3) Bundi = 125 Sqm 4) Bhawanimandi = 125 Sqm |
| 278 | Pipes (Supply & Laying) |
| 279 | Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP4 class (with s/s ends) IS: 458 - 2003 (amended up to date)markedandpipesfrom300mmandupto1800mm manufacturedthroughvertical/vibratedcastingprocessatall depths with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets, lubricants) as per drawing, sectionalhydrotestingofthesewerpipeline(includingcostand conveyanceofwatertositefortesting)etc.,completeasper specificationand/orasdirectedbyEngineer Note : E/w to be measured and paid separately |
| 280 | 600 mm Dia. |
| 281 | 1) Ratangarh = 960 meter2) Nawalgarh =0 meter 3) Bundi = 0 meter 4) Bhawanimandi = 0 meter |
| 282 | Bedding |
| 283 | Providing granular bedding having width = outer dia of pipe (Bc) + 500mm, thickness below pipe = 0.25Bc or 100mm (whichever is higher) and haunching = 0.5Bc, with graded hard crusher broken stone of 100% passing through 20mm sheive, 20 to 50 % passing through 10mm sheive and 100 % retain on 6.3mm sheive, laying in layers of thickness 10/15cm including ramming, consolidation etc complete for all type of pipes of following sizes as per drawing and or as directed by Engineer. |
| 284 | 600 mm internal diameter |
| 285 | 1) Ratangarh = 960 meter2) Nawalgarh =0 meter 3) Bundi = 0 meter 4) Bhawanimandi = 0 meter |
| 286 | Construction of Manholes |
| 287 | Providing and constructing of SEWER-BRICK (As per IS-4885 amended upto date) masonry circular manholes of "Type-A" with internal dia 0.90m and depth upto 1.65m having 230mm thick sewer brick masonry wall in cement sand mortar 1:4, including concreting PCC M-10 grade (1:4:8) for 225mm thick foundation including curing compaction and form work etc complete, PCC M15 for benching and channel portion, RCC M20 for 200mm thick cover slab including reinforcement, PCC M20 for fixing the manhole frame and cover using stone aggregate 20mm nominal size, 20mm thick inside and outside plaster in C. M. 1:3, inside plaster finished with floating coat of neat cement, vata in CM1:1 around pipe entering and leaving the manhole and also at the junction of masonry and concrete slab, providing and fixing of SFRC foot steps of approved make at every 0.30m height fixed in CM 1:3, supplying and fixing heavy duty SFRC manhole frame and cover as per IS 12592 (Part I and II) having clear opening of 560mm, including refilling of Jhiri, including curing, watering, ramming, hydro testing of manhole, conveyance & cost of water, and dewatering complete as directed by the Engineer. Note:- Excavation of earth work and road cutting for manhole will be measured and paid separately. |
| 288 | Manhole "Type-A" of depth 0.90 m |
| 289 | 1) Ratangarh = 10 Each2) Nawalgarh =0 Each 3) Bundi = 0 Each 4) Bhawanimandi = 0 Each |
| 290 | Providing and constructing extra depth of manhole "Type-A" for depth beyond 0.90 m and upto 1.65 m with SEWER-BRICK masonary including 20mm plaster inside and outside as per drawing and direction of Engineer. |
| 291 | 1) Ratangarh = 10 meter2) Nawalgarh =0 meter 3) Bundi = 0 meter 4) Bhawanimandi = 0 meter |
| 292 | Providing, fixing and constructing of pre-cast RCC M-40 grade circular manholes with internal dia 1.0m and up to specified depth having pre-cast RCC M-40 grade circular manhole cover frame (ID 0.56m, OD 0.92m), conical piece (top ID 0.56m, bottom ID 1.0m, vertical height 0.805m, wall thickness 125mm), and circular rings of required heights (ID 1.0m, height 150/225/300/600 mm, wall thickness 125mm) below conical piece as per required depth of manhole and having steel reinforcement in conical piece @ not less than 80 kg per cum of concrete, including cast-in-situ PCC M-10 grade (1:3:6) foundation of 1.625m dia and 150mm thickness, PCC M15 grade circular wall ID 0.925m, wall thickness 200mm, height equal to ID of sewer pipe + one wall thickness of pipe + 50 mm (to flush the manhole frame with road top, height of wall can be increased but not more than 100mm), PCC M15 grade benching and channel portion and up to top level of sewer pipe etc complete with curing compaction and form work, supplying and fixing heavy duty SFRC manhole cover as per IS 12592 (Part I and II), supplying and fixing plastic encapsulated CI/MS foot steps / SFRC foot steps, including cost of shuttering, steel reinforcement, testing for water tightness etc. complete in all respect as per drawing, as per specification and the direction of the Engineer. Note:- Excavation of earth work and road cutting for manhole will be measured and paid separately. |
| 293 | Pre-cast RCC M-40 grade circular manhole conical piece with inbuilt cover and frame (height 0.805), cast-in-situ PCC M-10 grade foundation, PCC M15 grade circular wall ID 0.925m, wall thickness 200mm, wall height equal to ID of sewer pipe + one wall thickness of pipe + 50 mm, PCC M15 grade benching and channel portion. Depth of manhole shall be measured from top of manhole cover upto lowest invert of pipe. (Depth includes in the item = height of Conical piece + ID of Sewer pipe + 1 Wall thickness of pipe + 50mm) |
| 294 | 1) Ratangarh = 20 Each2) Nawalgarh =32 Each 3) Bundi = 0 Each 4) Bhawanimandi = 0 Each |
| 295 | Providing and fixing pre-cast RCC M-40 grade circular ring of ID 1.0m, wall thickness 125mm, height 150/225/300/600 mm for constructing extra depth of manhole beyond depth mentioned in item no-17.59.1 as per drawing. |
| 296 | 1) Ratangarh = 10 meter2) Nawalgarh =0 meter 3) Bundi = 0 meter 4) Bhawanimandi = 0 meter |
| 297 | Providing, fixing and constructing of pre-cast RCC M-40 grade circular manholes with internal dia 1.2m and up to specified depth having pre-cast RCC M-40 grade circular manhole cover frame (ID 0.56m, OD 0.92m), conical piece (top ID 0.56m, bottom ID 1.2m, vertical height 1.005m, wall thickness 125mm), and circular rings of required heights (ID 1.2m, height 150/225/300/600/900mm, wall thickness 125mm) below conical piece as per required depth of manhole and having steel reinforcement in Conical piece @ not less than 80 kg per cum of concrete, including cast-in-situ PCC M-10 grade (1:3:6) foundation of 1.825m dia and 150mm thickness, PCC M15 grade circular wall ID 1.125m, wall thickness 200mm, height equal to ID of sewer pipe + one wall thickness of pipe + 50 mm (to flush the manhole frame with road top, height of wall can beincreased but not more than 100mm), PCC M15 grade benching and channel portion and up to top level of sewer pipe etc complete with curing compaction and form work, supplying and fixing heavy duty SFRC manhole cover as per IS 12592 (Part I and II), supplying and fixing plastic encapsulated CI/MS footsteps / SFRC footsteps,including cost of shuttering, steel reinforcement, testing for watertightness etc complete in all respect as per drawing, as per specification and the direction of the Engineer. Note:- Excavation of earth work and road cutting for manhole will be measured and paid separately |
| 298 | Pre-cast RCC M-40 grade circular manhole conical piece with inbuilt cover and frame (height 1.005), cast-in-situ PCC M-10 grade foundation, PCC M15 grade circular wall ID 1.125m, wall thickness 200mm, wall height equal to ID of sewer pipe + one wall thickness of pipe + 50 mm, PCC M15 grade benching and channel portion. Depth of manhole shall be measured from top of manhole cover upto lowest invert of pipe. (Depth includes in the item = height of Conical piece + ID of Sewer pipe + 1 Wall thickness of pipe + increased height of wall (if any) + 50mm) |
| 299 | 1) Ratangarh = 0 Each2) Nawalgarh =24 Each 3) Bundi = 0 Each 4) Bhawanimandi = 0 Each |
| 300 | Providing, fixing and constructing of pre-cast RCC M-40 grade circular manholes with internal dia 1.5m and up to specified depth having pre-cast RCC M-40 grade circular manhole cover frame (ID 0.56m, OD 0.92m), conical piece (top ID 0.56m, bottom ID 1.5m, vertical height 1.305m, wall thickness 125mm), and circular rings of required heights (ID 1.5m, height 150/225/300/600/900/1200 mm, wall thickness 125mm) below conical piece as per required depth of manhole and having steel reinforcement in conical piece @ not less than 80 kg per cum of concrete, including cast-in-situ PCC M-10 grade (1:3:6) foundation of 2.125m dia and 150mm thickness, PCC M15 grade circular wall ID 1.425 m, wall thickness 200mm, height equal to ID of sewer pipe + one wall thickness of pipe + 50 mm (to flush the manhole frame with road top, height of wall can be increased but not more than 100mm), PCC M15 grade benching and channel portion and up to top level of sewer pipe etc complete with curing compaction and form work, supplying and fixing heavy duty SFRC manhole cover as per IS 12592 (Part I and II), supplying and fixing plastic encapsulated CI/MS footsteps / SFRC footsteps, including cost of shuttering, steel reinforcement, testing for water tightness etc complete in all respect as per drawing, as per specification and the direction of the Engineer. Note:- Excavation of earth work and road cutting for manhole will be measured and paid separately. |
| 301 | Pre-cast RCC M-40 grade circular manhole conical piece with inbuilt cover and frame (height 1.305), cast-in-situ PCC M-10 grade foundation, PCC M15 grade circular wall ID 1.425m, wall thickness 200mm, wall height equal to ID of sewer pipe + one wall thickness of pipe + 50 mm, PCC M15 grade benching and channel portion. Depth of manhole shall be measured from top of manhole cover upto lowest invert of pipe. (Depth includes in the item = height of Conical piece + ID of Sewer pipe + 1 Wall thickness of pipe + increased height of wall (if any) + 50mm) |
| 302 | 1) Ratangarh = 0 Each2) Nawalgarh =12 Each 3) Bundi = 0 Each 4) Bhawanimandi = 0 Each |
| 303 | Part D: Construction of Step Well at Bakra Mandi |
| 304 | Earth work in excavation in open area, STP, WTP, Pumping station with mechanical means including dressing of sides and ramming of bottoms, including getting out the excavated material, disposal of excavated material lead upto 1000m at suitable site as per as per drawing and as per direction of Engineer. (Measurements for payment to be done as per standard drawings).In all type of soil |
| 305 | Upto 3.0 m depth |
| 306 | 1) Ratangarh = 0 Cum2) Nawalgarh =2383 Cum 3) Bundi = 0 Cum 4) Bhawanimandi = 0 Cum |
| 307 | Random rubble dry stone Kharanja (soling) under floor. |
| 308 | 1) Ratangarh = 0 Cum2) Nawalgarh =108 Cum 3) Bundi = 0 Cum 4) Bhawanimandi = 0 Cum |
| 309 | Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 310 | 1) Ratangarh = 0 Cum2) Nawalgarh =110 Cum 3) Bundi = 0 Cum 4) Bhawanimandi = 0 Cum |
| 311 | Providing and laying in position cement concrete of specified grade excludingthecostofcentringandshuttering-Allworkuptoplinth level : 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). |
| 312 | 1) Ratangarh = 0 cum2) Nawalgarh =110 cum 3) Bundi = 0 cum 4) Bhawanimandi = 0 cum |
| 313 | BrickworkwithFPSbricksofclassdesignation75in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 314 | 1) Ratangarh = 0 cum2) Nawalgarh =159 cum 3) Bundi = 0 cum 4) Bhawanimandi = 0 cum |
| 315 | Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement : 4 fine/ coarse sand) |
| 316 | 1) Ratangarh = 0 Sqm2) Nawalgarh =282 Sqm 3) Bundi = 0 Sqm 4) Bhawanimandi = 0 Sqm |
| 317 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick baseofcementmortar1:5(1cement:5coarsesand)withjoints finished flush. Red sand stone |
| 318 | 1) Ratangarh = 0 sqm2) Nawalgarh =988 sqm 3) Bundi = 0 sqm 4) Bhawanimandi = 0 sqm |
| 319 | Providing and laying damp-proof course with cement concrete grade M-15(1:2:4)mortarpreparedwith1%solutionofwater-proof compound complete as per specification . 75 mm thick |
| 320 | 1) Ratangarh = 0 sqm2) Nawalgarh =27 sqm 3) Bundi = 0 sqm 4) Bhawanimandi = 0 sqm |
| 321 | Providing & fixing precast cement concrete coping 1 : 2 :4 mix 50mm thick complete as per specification |
| 322 | 1) Ratangarh = 0 sqm2) Nawalgarh =27 sqm 3) Bundi = 0 sqm 4) Bhawanimandi = 0 sqm |
| 323 | Construction of Sqare base Chattri of overall size 2.1 x 2.1 mtr and approx height 5.00 mtr made with local Sand stone as per traditional practice over a pedestal base includes Dasa Stone, Carved Stone Pillars, Brackets, Dab Stone, Chajja, Kangoora Panel, Decorative Dome & Kalash etc. Complete in all respect as per drawing and as Directed by Engineer in Charge, Cost of Base Civil work is Excluded. |
| 324 | 1) Ratangarh = 0 Lot2) Nawalgarh =4 Lot 3) Bundi = 0 Lot 4) Bhawanimandi = 0 Lot |
| 325 | Part E: Utility Shifting |
| 326 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work : |
| 327 | 15 mm nominal bore |
| 328 | 1) Ratangarh = 200 meter2) Nawalgarh =0 meter 3) Bundi = 0 meter 4) Bhawanimandi = 0 meter |
| 329 | 20 mm nominal bore |
| 330 | 1) Ratangarh = 200 meter2) Nawalgarh =0 meter 3) Bundi = 0 meter 4) Bhawanimandi = 0 meter |
| 331 | Providing, lowering, laying & jointing HDPE pipes (Class-PE 80) PN 12.5 composite pipes for extra length for house service connections as per drawing and specifications complete including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. |
| 332 | With HDPE pipe |
| 333 | 20 mm dia service pipe |
| 334 | 1) Ratangarh = 600 meter2) Nawalgarh =0 meter 3) Bundi = 0 meter 4) Bhawanimandi = 0 meter |
| 335 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing socketed rubber gasket type ISI marked uPVC pipes of Class III (6 Kg/sqcm) suitable for potable water with rubber ring joints (as per IS 4985-2000) of following outer dia with all accessories (excluding specials) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately. |
| 336 | 90 mm dia |
| 337 | 1) Ratangarh = 20 meter2) Nawalgarh =0 meter 3) Bundi = 0 meter 4) Bhawanimandi = 0 meter |
| 338 | 110 mm dia |
| 339 | 1) Ratangarh = 100 meter2) Nawalgarh =0 meter 3) Bundi = 0 meter 4) Bhawanimandi = 0 meter |
| 340 | 125 mm dia |
| 341 | 1) Ratangarh = 80 meter2) Nawalgarh =0 meter 3) Bundi = 0 meter 4) Bhawanimandi = 0 meter |
| 342 | 140 mm dia |
| 343 | 1) Ratangarh = 100 meter2) Nawalgarh =0 meter 3) Bundi = 0 meter 4) Bhawanimandi = 0 meter |
| 344 | 160 mm dia |
| 345 | 1) Ratangarh = 250 meter2) Nawalgarh =0 meter 3) Bundi = 0 meter 4) Bhawanimandi = 0 meter |
| 346 | Providing, lowering, laying, aligning, fixing in position and jointing CI D- joint class-10 as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. |
| 347 | 100 mm dia |
| 348 | 1) Ratangarh = 250 Each2) Nawalgarh =0 Each 3) Bundi = 0 Each 4) Bhawanimandi = 0 Each |
| 349 | 150 mm dia |
| 350 | 1) Ratangarh = 100 Each2) Nawalgarh =0 Each 3) Bundi = 0 Each 4) Bhawanimandi = 0 Each |
| 351 | 200 mm dia |
| 352 | 1) Ratangarh = 60 Each2) Nawalgarh =0 Each 3) Bundi = 0 Each 4) Bhawanimandi = 0 Each |
| 353 | Part F: Construction of Storm Water Pumping Stations (SWPS) |
| 354 | Design, construction, execution, testing and commissioning of Storm Water Pumping Stations(SWPS) on Design Buid Operate(DBO) basis including but not limited to all relevant civil (including inlet structure), electrical, mechanical (including Pumps, motor,valves/gates, screen conveyor, EOT/HOT Crane, suction / delivery or any other piping required etc.), instrumentation, SCADA,automization including including electro magnetic flowmetre, and Stores etc. along with ancillary civil works as required for campus including plantation, excluding boundary wall etc. as per specifications and employer"s Requirement & scope of work for the capacity to achieve performance indicators : |
| 355 | 1.1 MLD SWPS-6 (Near Hanuman Park) |
| 356 | 1) Ratangarh = 1 lot2) Nawalgarh =0 lot 3) Bundi = 0 lot 4) Bhawanimandi = 0 lot |
| 357 | 1.1 MLD SWPS-1 (Near Railway Quarter) |
| 358 | 1) Ratangarh = 1 lot2) Nawalgarh =0 lot 3) Bundi = 0 lot 4) Bhawanimandi = 0 lot |
| 359 | 2.3 MLD SWPS-2 (Near Saraf Sump Well) |
| 360 | 1) Ratangarh = 1 lot2) Nawalgarh =0 lot 3) Bundi = 0 lot 4) Bhawanimandi = 0 lot |
| 361 | 4.6 MLD SWPS-3 (Parmana Taal) |
| 362 | 1) Ratangarh = 1 lot2) Nawalgarh =0 lot 3) Bundi = 0 lot 4) Bhawanimandi = 0 lot |
| 363 | 10 MLD SWPS-4 (Main Ginani) |
| 364 | 1) Ratangarh = 1 lot2) Nawalgarh =0 lot 3) Bundi = 0 lot 4) Bhawanimandi = 0 lot |
| 365 | 10 MLD SWPS-5 (BSNL Office) |
| 366 | 1) Ratangarh = 1 lot2) Nawalgarh =0 lot 3) Bundi = 0 lot 4) Bhawanimandi = 0 lot |
| 367 | Part G: Construction of Drainage Pumping Station |
| 368 | Design, construction, execution, testing and commissioning of Drainage Pumping Station on Design Buid Operate(DBO) basis including but not limited to all relevant civil (including inlet structure), electrical, mechanical (including Pumps, motor,valves/gates, screen conveyor, EOT/HOT Crane, suction / delivery or any other piping required etc.), instrumentation, SCADA,automization including including electro magnetic flowmetre, and Stores etc. along with ancillary civil works as required for campus including plantation, excluding boundary wall etc. as per specifications and employer"s Requirement & scope of work for the capacity to achieve performance indicators : |
| 369 | 1) Ratangarh = 0 lot2) Nawalgarh =1 lot 3) Bundi = 0 lot 4) Bhawanimandi = 0 lot |
| 370 | Part H: Constrcution of Raw Water Reservoir |
| 371 | Construction of Raw Water Reservoir complete as defined in Employer"s Requirement & scope of work and specifications. |
| 372 | At Guashala near Mega Highway Sardarshahar |
| 373 | 1) Ratangarh = 1 lot2) Nawalgarh =0 lot 3) Bundi = 0 lot 4) Bhawanimandi = 0 lot |
| 374 | Forest Land west of Main Ginani |
| 375 | 1) Ratangarh = 1 lot2) Nawalgarh =0 lot 3) Bundi = 0 lot 4) Bhawanimandi = 0 lot |
| 376 | Nagar Palika Land towards south of NH-11 |
| 377 | 1) Ratangarh = 1 lot2) Nawalgarh =0 lot 3) Bundi = 0 lot 4) Bhawanimandi = 0 lot |
| 378 | Part I: Environmental Monitoring Items: Collection and Analysis |
| 379 | Ambient Air Quality-Monitoring- For parameters – PM-2.5 & PM-10, SO2, NO2, CO from NABL approved laboratory and submission of report complete in all respect. |
| 380 | 1) Ratangarh = 35 Each2) Nawalgarh =35 Each 3) Bundi = 36 Each 4) Bhawanimandi = 35 Each |
| 381 | Ambient Noise Quality Monitoring - To Identify sources of noise, Noise due to traffic/transportation of vehicles, Noise due to heavy equipment operations, Duration and variations in noise over time etc. the equivalent noise levels shall be monitored (Lday and Lnight in Leq dBA) from NABL approved laboratory and submission of report complete in all respect. |
| 382 | 1) Ratangarh = 35 Each2) Nawalgarh =35 Each 3) Bundi = 36 Each 4) Bhawanimandi = 35 Each |
| 383 | Surface Water Quality- pH, Turbidity, Total Hardness, DO, BOD, COD, Chloride, Hg, Iron, TDS, TSS, Calcium, Zn, Cr+6, Magnesium, Copper, Manganese, Sulphate, Cyanide, Nitrate, Sodium, Potassium, Fluoride, Cadmium, Arsenic, Lead, Boron, Selenium, Aluminium, Total residual Chlorine. |
| 384 | 1) Ratangarh = 5 Each2) Nawalgarh =5 Each 3) Bundi = 6 Each 4) Bhawanimandi = 5 Each |
| 385 | Ground Water Quality- pH, TDS, Total Hardness, Zn, Chloride, Iron, Copper, DO, Manganese, Suplhate, Nitrate, Fluiride, Hg, Cadmium, Cr+6, Arsenic, Lead, Total Alkalinity, Phosphate, Phenolic compound. |
| 386 | 1) Ratangarh = 35 Each2) Nawalgarh =35 Each 3) Bundi = 36 Each 4) Bhawanimandi = 35 Each |
| 387 | Soil quality- pH, Elect. Conductivity (at 250C), Moisture (at 1050C), Texture (silt, clay, sand), Calcium (as CaO), Magnesium (as Mg), Permeability, Nitrogen (as N), Sodium (as Na), Phosphate (as PO4), Potassium (as K), Organic Matter, oil and grease. |
| 388 | 1) Ratangarh = 35 Each2) Nawalgarh =35 Each 3) Bundi = 36 Each 4) Bhawanimandi = 35 Each |
| 389 | Sprinkling of Water for Dust Suppression |
| 390 | 1) Ratangarh = 0 KL2) Nawalgarh =0 KL 3) Bundi = 5000 KL 4) Bhawanimandi = 0 KL |
| 391 | SIP including Topographical survey, geotechnical investigations, design and drawings etc as per employers requirement. |
| 392 | Ratangarh |
| 393 | Nawalgarh |
| 394 | Bundi |
| 395 | Bhawanimandi |
| 396 | Part J: General Obligations |
| 397 | Provide and maintain four wheeler (cars) including driver, comprehensive insurance, fuel, oil and lubricants, for average running of 2000 kms per month. Vehicle should be newer than of model 2021. |
| 398 | 1) Ratangarh- Nawalgarh Cluster= 18 Vehicle months 2) Bundi- Bhawanimandi Cluster= 18 Vehicle months |
| 399 | Provision of Provisional sum to be used as tender document (fixed) : INR 150,00,000. Bidder should fill amount INR 150,00,000. (Ratangarh = 50,00,000 , Nawalgarh =50,00,000, Bundi = 25,00,000, Bhawanimandi =25,00,000) |
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