Rajasthan State Road Development And Construction Corporation Limited has published Renewal/Strengthening Work On Kotputli Sikar Kuchaman Road. Submission Date for this Tender is 12-08-2021. Road Work Tenders in Kotputli Sikar Kuchaman Road Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 13-Jul-2021 | Corrigendum dated 12-07-2021 | Other | 02-08-2021 |
| 2 | 22-Jul-2021 | Engineering cost 22072021 | Other | 02-08-2021 |
| 3 | 29-Jul-2021 | Corrigendum to Revised PD Bank Account Number 29-07-2021 | Other | 02-08-2021 |
| 4 | 30-Jul-2021 | Extension of date and withdrawl Addl.eligibility criterion 30-07-2021 | Date | 12-08-2021 |
| Name of Work : -Renewal/Strengthening work on Kotputli-Sikar-Kuchaman Road. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201. By Manual Means,In area of thorny jungle. | 19.98 | Hect. | |
| 2 | 2 | Milling of distressed bituminous layer upto 70mm depth in a single pass with suitable milling machine (capable of milling @200 & 300 sqm of area per hr) fitted with loading conveyer of loading the filled material directly on the trucks including hauling and stope piling the reclaiming to bring to required specification to reuse the approval of engineer- incharge for safe dispoal with all leads and lifts complete in all respect as directed by engineer-incharge\n*Note : The unutilized quality of reclaim bituminous mix materials shall be recovered. | 10308.5 | Cum | |
| 3 | 3 | Earth work in cutting with lead upto 50m and lift upto 1.5m including dagbelling, finishing of formation to required camber and grade, disposed soil to be levelled and dressed, in Ordinary Soil | 64800 | Cum | |
| 4 | 4 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 as per MoRTH Specification Clause 305.3,With lead above 500 m and upto 1000m | 52425 | Cum | |
| 5 | 5 | Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with notor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S. 2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete [MoRTH specification : Clause\n401]. By Mechanical means.For Grading III Material | 22732 | Cum | |
| 6 | 6 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. | 1835.67 | Cum | |
| 7 | 7 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 | 7342.65 | Sqm. | |
| 8 | 8 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503. | 289961 | Sqm. | |
| 9 | 9 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503. | 289961 | Sqm. | |
| 10 | 10 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specifications Clause 507 complete in all respects. | 29205.9 | Cum | |
| 11 | 11 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT & H Specifications Clause 509 complete in all respects.For Grading-I ( 19 mm nominal size ) VG-30 grade | 14725.3 | Cum | |
| 12 | 12 | Add extra for adding shreaded Plastic Waste as per Guidelines envisaged in IRC:SP:98-2013 over item of (Bitumen Concrete) @ 8% of the quantity if Bitumen by weight including mixing of aggreagate and plasic waste in Hot Mix Plant (The Bitumen content will be as per respective Clause of Morth Specifications). | 14725.3 | Cum. | |
| 13 | 13 | Providing and laying rounded hump type speed breakers for crossing speed 25 Km/h as per IRC design including providing and applying bitumen emulsion tack coat, making speed breaker in designed profile with bituminous macadam, providing seal coat type B for sealing the voids and marking chequered pattern with thermoplastic paint complete as\nper IRC : 99-1988.5.0 meter wide and 10 cm high for heavy truck and bus traffic. | 1050 | RMT | |
| 14 | 14 | Construction of dry lean cement concrete 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 with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. | 3274.9 | Cum | |
| 15 | 15 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ,Design mix grade M-40 | 7557.45 | Cum | |
| 16 | 16 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104,P.C.C grade M 10,Nominal mix 1:3:6 | 1426.9 | Cum | |
| 17 | 17 | Providing and Laying of Interlocking M-30 grade Concrete Block Pavements as per drawings and IS 15658:2006.with all materials shall conform to MoRTH Specification Clause 602.Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm. | 11336.2 | Sqm | |
| 18 | 18 | Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409,Cast in Situ Cement Concrete M 20 Kerb with Channel,Using concrete mixture | 2000 | Rmt | |
| 19 | 19 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801, 5th Kilometre Stone (precast) | 7 | Nos | |
| 20 | 20 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801, Ordinary Kilometer Stone (Precast) | 29 | Nos | |
| 21 | 21 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801, 200 m stone (precast) | 144 | Nos | |
| 22 | 22 | Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and MoRTH Specification Clause 807 | 720 | Each | |
| 23 | 23 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801,900 mm equilateral triangle | 400 | Each | |
| 24 | 24 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801,900 mm equilateral triangle,800 mm x 600 mm rectangular | 100 | Each | |
| 25 | 25 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801,900 mm equilateral triangle,600 mm circular | 100 | Each | |
| 26 | 26 | Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801 | 120.7 | Sqm | |
| 27 | 27 | Supplying of Cat's Eye made of aluminium alloy size 75x100x22 mm haing 21 biconvex lenses embedded in circular disk of ABS plastic on each side. | 17707 | Each | |
| 28 | 28 | Marking Centre Line and stop lines etc. on road as IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 1600C with a special applicator machine complete with a special applicator with labour, material and traffic diversion arrangements. | 12061.6 | Sqm | |
| 29 | 29 | Horizontal directinal drilliing (by trenchless technology) of suitable dia hole below natural ground level in all type of soil and pulling 300mm dia (ID) HDPE pipe including excavation,shoring/strutting,preparation, maintaining the thrust and receiving pit. | 1290 | Rmt | |
| 30 | 30 | Providing,lowering,laying,aligning,fixing in position at and jointing at all level/depth ISI marked HDPE pipes of PE-100 grade & PN-6 for potable water as per IS 4984 (amendum upto date) in trenches in complete including all material,labour,testing and commissioning as per Technical Specifications and as per direction of Engineer. 315mm Dia. | 1290 | Rmt | |
| 31 | 31 | Half bricks cirular Tree Guard in 50 class designation bricks, internal diameter 1.25 m and height 1.2 m above ground and 0.20 m below ground, bottom two courses laid dry and top three courses in lime mortar 1 : 2 (a-lime putty, 2 - surkhi) or cement mortar 1 : 6 (1 cement : 6 fine sand) and the integrated course being in dry honey comb as per design complete. | 1440 | Each | |
| 32 | 32 | Supply & Planting of shady plants ( Neem, Peepal, Goolar, Jamun, Imli or other specified ) along road side including the following activities:- \n1. Preparation of soil including cleaning & removing of unwanted shrubs removal of stones & garbage. \n2. Supply of plant at site of two years of age & height more than 1.50 Mtr \n3. Supply of dry manure ( Farm yard manure organic ) \n4. Supply of Insecticides \n5. Digging of pits size 60x60x60 cms. Including removal of stones. Manuring application of insecticides & watering at least 15 liter per plant after planting. \n6. Half brick Circular tree guard in second class bricks, internal dia 1.25 meter and height 1.20 meter above ground and 0.20 meter below ground, bottom two courses laid dry and top three courses in cement mortar 1:6 (1Cement : 6 Sand) and the intermediate courses being in dry honey comb masonry, as per design complete. 7. Watering to plants. \n8.Maintenance of plants by the contractor including of pits/bids preparation of Thavala Hoeing weeding etc. & application of insecticides etc. & security. If the plant die during maintenance contractor has to replace same height plant at his own cost. Note:- SD Shall be refunded after counting of plants on completion of defect liability period of 5 years | 1440 | Each | |
| 33 | 33 | Electrical work | 0.0001 | Each | |
| 34 | 34 | Supply and erection of GI Octagonal / Conical pole of following length and dimension as per table E-10 with base plate on the cement concrete foundation of M-20 grade (1:1.5:3) with the help of anchor bolts of grade 6.8 (IS: 1367 P III ). The pole shall have a weatherproof flush door and locking arrangements. The complete work shall be supervised and certified by the manufacturers for satisfactory supply, erection, testing and commissioning.Octagonal MS Poles made of S-355JO grade steel sheet , folded lengthwise to obtained Octagonal shape, having single longitudinal seam weld and hot dipped galvanised internally & externally in accordance with IS 2629. (See Table E - 10 for specs.) (Gr - I),9 Mtr. | 120 | Each | |
| 35 | 35 | Supply, Erection and Fixing of hot dipped galvanised Overhang (48.3 X 3.25 mm) with cap (400 x 88.9 / 114.3 x 3.25 mm) over the existing poles (Gr - I),Single arm overhang | 120 | Mtr. | |
| 36 | 36 | P&F of IP65 protected LED Street Light Luminaire on existing bracket. Fixture made of powder coated single piece pressure die cast aluminum with heat dissipation fins on housing with UV stabilized PC/Toughened Glass cover ( from 45W onwards ) and should be secondary lens on each LED . The System level Luminaire efficacy >=100 with High Power LEDs of CREE/NICHIA/OSRAM/PHILIPS/SEOUL make is to be used .The LED Driver shall be BIS certified and Input Voltage AC 110 to 270 V AC with Input Frequency 50Hz±3% Power Factor >0.95 Driver Efficiency >85% , THD(I) <10% Humidity 10% to 90% RH Working Temp -20C to 50C . Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% initial lumens maintained ,Rendering Index >75% .Surge protection shall be min = 5 KV internal and min 10 KV external. Manufactures Word Mark/Name Engraved/Embossed on die cast housing to allow traceability/authenticity till life of fixture. Fixtures shall be CE complianed.LED Street Light fixture 90 Watt | 120 | Each | |
| 37 | 37 | P/Laying P.V.C. / XLPE insulated & P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor of IS:1554 P-I / IS :7098 P - I of Group 1 of approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand,IInd class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required. Group-1 of size. Armoured | 0.0001 | Each | |
| 38 | 38 | 6.0 Sq.mm,4 core | 6000 | Mtr. | |
| 39 | 39 | 35.0 Sq,mm,3.5 core | 1500 | Mtr. | |
| 40 | 40 | Supplying and making one end termination with heavy duty single compression brass gland SIBG type, heavy duty aluminium lugs duly crimped with crimping tool, PVC tape etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade as required. Group-1 of size. | 0.0001 | Each | |
| 41 | 41 | 3.5 x 35.0 sq.mm | 10 | Set | |
| 42 | 42 | 4 x 6.0 sq.mm | 32 | Set | |
| 43 | 43 | P/Laying ISI marked P.V.C. insulated submersible cable confirming to IS:694 with flexible copper conductor including making connection etc. as required.2.5 Sq.mm 3 core flat / Round (Gr - I) | 1080 | Mtr. | |
| 44 | 44 | P & F in position frame made out of M.S. angle (riveted or welded) finished with two coats of red oxide and enamel paint including cutting, welding, holes etc.of following sizes as required. Group-1.50mm x 50mm x 6mm | 30 | Mtr. | |
| 45 | 45 | P & F paper phenolic resin bonded laminates confirming to IS : 2036 - 1995 for boxes/ frames including making holes for switches etc, with brass screws, washers/ zinc plated nut and bolts as required. Group-1.6.4 mm thick | 5 | Sqm. | |
| 46 | 46 | P&F 240/415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B/ C/ D tripping characteristic) ISI marked IS 8828(1996)]/ conforming to IEC 60898 in existing board/sheets including making connections, testing etc. as required. Group-1 | 0.0001 | Each | |
| 47 | 47 | Single pole MCB , 6 A to 32 A rating | 150 | Each | |
| 48 | 48 | Four pole MCB,40 A 63 A rating | 20 | Each | |
| 49 | 49 | SITC of wall/ free standing floor mounted dust and vermin proof compartmentalised cubical panel made out of CRCA sheet , required hardware ,duly treated for derusting in 7 tank process with dephosphating and with powder coating on both side of panel in desired shade The panel having PU/ Neoprene rubber gasket of not less than 3mm thickness, separate detachable gland plate M.S. base channel, hinged door with locking arrangement for equipment/switchgear. Thickness of sheet shall not be less than 1.6 mm up to 600 mm length / width of any compartment and be of 2.0 mm above 600 mm. Load bearing structure shall be of 2.0 mm thick sheet supported by base M.S. channel if required . Side walls and cable alley compartments having bolted type doors with / without detachable extension type structure. (only outer area on all sides shall be measured & panel to be fabricated from CPRI approved fabricator). Interconnection between bus bar and switchgears / cable shall be rigidly supported and made out by flexible copper wires (up to 125 amp ) and by solid bus bar (>125 amp ). All joints / interconnections of copper bus bar shall be dully tinned. Clearance between main bus bar and risers / metal parts shall be at least 10 mm additional to width of bus bar Bus bar is insulated by Heat Shrinkable sleeves. Earth and Neutral bus bar shall be half of the size of phase bus bar. | 30 | Sqm. | |
| 50 | 50 | Supplying and fixing of Aluminium / Copper bus bar by means of SMC / DMC type insulator, high tensile nuts and bolts spring washers in existing panel including bending , cutting in required shape and size and colour coding with heat shrinkable PVC sleeves.Electrolytic grade Aluminium bus bar | 30 | Kg. | |
| 51 | 51 | SF of (0-500) V range Volt meter on existing panel , making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. Group-1.Digital type | 10 | Each | |
| 52 | 52 | SF of CT operated direct reading type Ampere meter on existing panel , making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. Group-1.Digital type,Below 500 A | 10 | Each | |
| 53 | 53 | SF of Current Transformer , with all necessary support in existing panel including connection etc. as required. Group-1 .up to 150 / 5 Ratio , 5 VA , class 1 accuracy | 30 | Each | |
| 54 | 54 | SF of 110/220 V, LED (22.5 mm dia ) Indicating lamp with integral circuit, terminal block, including connection etc. as required. Group-1. | 0.0001 | Each | |
| 55 | 55 | Red/yellow/Green colour | 40 | Each | |
| 56 | 56 | Blue colour | 20 | Each | |
| 57 | 57 | P & F of ac operated heavy duty 230 /440 Volt power contactor conforming to IS:13947-4-1/IEC:947-4-1 having provision of mechanical interlocking, auuxilary contacts, Din rail mounting type including making connections, testing etc. as required. Group-1. | 0.0001 | Each | |
| 58 | 58 | 4 pole Power contactors with following AC 1 Rating,63 Amp | 10 | Each | |
| 59 | 59 | P&F of mechanical / digital time switch having following day / week programme and minimum 100 hours reserve and AC1 rating of 16-20 amperes including making connection, programming etc. as required. Group-1,One day reserve (mechanical type ) | 10 | Each | |
| 60 | 60 | P / L of Double wall corrugated HDPE pipe confirming to IS : 14930 P - 1 & 2 with HDPE Coupler at 1 mtr. Depth below the ground for laying cable including making the trench and back filling , compaction of earth as required of Gemini or IS:14930 marked make. Outer Dia. / Inner dia.120 / 103.5 mm | 1000 | Mtr. | |
| 61 | 61 | Maintenance free Gel Earthing with Pipe in pipe / Pipe in strip technology filled with anti corrosive conductive compound ( CPRI Tested ) below the ground in 150 - 200 mm dia. earth pit & surrounding filled with required mineral filling compound ( MFC should have hygroscopic property to retain the moisture for long time to create low resistance zone ) and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size 300mm x 300mm complete testing of earth resistance as required. of following sizes.With Pipe in Pipe Technology (Inner pipe dia. / Outer pipe dia. ) 80 - 100 micron GI Coating,GI pipe 2000 mm long, 50 / 25mm, Terminal 12 mm GI Strip | 10 | Set | |
| 62 | 62 | S & Laying following size earth wire / strip in horizontal or vertical run in ground / surface / recess including riveting, soldering, saddles, making connection etc. as required. Group-1. | 0.0001 | Each | |
| 63 | 63 | 8 SWG G.I. ( Hot Dipped ) Wire | 3000 | Mtr. | |
| 64 | 64 | 25mm x 3mm G.I. ( Hot Dipped ) Strip | 100 | Mtr. |
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