Rural Works Department has published Construction Of Road From Derula To Kiri Under Ombadc For The Year 2018-19 In The District Of Sundargarh . . Submission Date for this Tender is 06-02-2020. Road Work Tenders in Rourkela Odisha. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of Road from Derula to Kiri under OMBADC for the Year 2018-19 in the District of Sundargarh. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphey of the area as per Technical Specification Clause 201.1of MoRD specification for Rural roads (1st Revision ) and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.1 | A | BI01010001010000000000000515BI0100001114 | 7200 | Sqm |
| 3 | 2 | Construction of embakment with approved materials obtained from borrow pits with all leads and lifts transporting to site by mechanical means spreading grading to required slope compacting to meet the requirements of table 300.2 and clause 305 of MOSRTH specification for road and bridge works (4th revision) and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001115 | ||
| 4 | 2.1 | A | BI01010001010000000000000515BI0100001116 | 8735.11 | Cum |
| 5 | 3 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement as per the direction of the Engineer in Charge (excluding cost of excavation and transportation to site). | BI01010001010000000000000515BI0100001117 | ||
| 6 | 3.1 | A | BI01010001010000000000000515BI0100001118 | 67.5 | Cum |
| 7 | 4 | Construction of Granular sub-base by providing well graded material, spreading in uniform layers with grader on prepared surface, mixing by mix in place method if required with rotavator, to achieve PI value less than 6 and compacting at OMC with smooth wheel roller to achieve the desired density complete as per Technical Specification and as per clause 401 of MoRD specification of Rural Roads (1st Revision ). | BI01010001010000000000000515BI0100001119 | ||
| 8 | 4.1 | A | BI01010001010000000000000515BI0100001120 | 1084.4 | Cum |
| 9 | 5 | Providing and laying , spreading and compacting stone aggregates of specific size for Water Bound Macadam as per specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to propper grade and camber, applying and brooming, crushable screening / stone screening , binding materials to fill-up the interstices of course aggregate, watering and compacting to the required density as per per direction of Engineer-in-charge & as per clause 405 of MoRD specification of Rural Roads (1st Revision ). | BI01010001010000000000000515BI0100001121 | ||
| 10 | 5.1 | Grading No.-II | BI01010001010000000000000515BI0100001122 | 473.34 | Cum |
| 11 | 5.2 | Grading No.-III | BI01010001010000000000000515BI0100001123 | 516.37 | Cum |
| 12 | 6 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per the direction of the Engineer-in-charge & as per clause 502 of MoRD specification of Rural Roads (1st Revision ) | BI01010001010000000000000515BI0100001124 | ||
| 13 | 6.1 | A | BI01010001010000000000000515BI0100001125 | 6311.25 | Sqm |
| 14 | 7 | 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per the direction of the Engineer-in-charge & as per clause 503 of MoRD specification of Rural Roads (1st Revision ) | BI01010001010000000000000515BI0100001126 | ||
| 15 | 7.1 | A | BI01010001010000000000000515BI0100001127 | 6311.25 | Sqm |
| 16 | 8 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness using 0.18 cum of 13.20 mm and 0.09 cum of 6.7mm sized crushed stone chipping and 14.60 kg penetration grade of bitumen for 10 sqm including hire and running charges of PRR,Hotmix plant, Bitumen boiler and all other T&P articles including cost and conveyance of chips and bitumen complete as per specification and direction of the Engineer -in charge & as per clause 506 of MoRD specification of Rural Roads (1st Revision ) | BI01010001010000000000000515BI0100001128 | ||
| 17 | 8.1 | A | BI01010001010000000000000515BI0100001129 | 6311.25 | Sqm |
| 18 | 9 | Providing & applying 6mm thick pre coated seal coat using 0.06 cum of 6.7 mm size chips down graded as per sieve analysis; 6.8 kg. of bitumen for 10sqm including hire & running charges of PRR; other machineries, labour, T&P including cost of bitumen required for the work etc complete as per specification & direction of Engineer-in-Charge & as per clause 508 of MoRD specification of Rural Roads (1st Revision ).. | BI01010001010000000000000515BI0100001130 | ||
| 19 | 9.1 | A | BI01010001010000000000000515BI0100001131 | 6311.25 | Sqm |
| 20 | 10 | Earthwork in excavation for foundation of structures in all kinds of soil upto 3 m depth as per drawing includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, and disposal up to a lead of 50m, dressing of sides and bottom and backfilling with excavated suitable materials and as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001132 | ||
| 21 | 10.1 | A | BI01010001010000000000000515BI0100001133 | 491.37 | Cum |
| 22 | 11 | Supplying and filling foundation & plinth with good clean river sand including watering to complete saturation & ramming complete with all leads & lifts including cost. conveyance royality & taxes of all materials & cost of all labour & T&P required for the work complete (measurement will be taken for compacted section) as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001134 | ||
| 23 | 11.1 | A | BI01010001010000000000000515BI0100001135 | 91.76 | Cum |
| 24 | 12 | Cement concrete 1:3:6 with 4cm size hand broken hard granite metal of approved quality, from approved quarry including hoisting, lowering and laying in position in layers not exceeding 15 cm thick with proper packing and ramming by means of vibrator to proper slope and level including curing, dewatering, shoring shuttering if necessary at the time of laying concrete with cost, conveyance, royalty and taxes of all materials required for the work including supplying and working of pumps and all other materials required for the work, T&P articles finishing the exposed surface smooth, providing grooves and beads where necessary etc complete in all respects as per clause 800,900,1200 & 1800 of MoRD Specification for Rural Roads (1st Revision). & as per the direction of the Engineer-in Charge . | BI01010001010000000000000515BI0100001136 | ||
| 25 | 12.1 | Foundations | BI01010001010000000000000515BI0100001137 | 24.51 | Cum |
| 26 | 13 | Cement concrete of M-150 (1:2:4) having maximum compressive strength of 150 kg/cm2 (test to be conducted) on 150 mm cubes tested at 28 days including curing (tests conducted in accordance with IS-456 & IS-516) & conforming to clause-302 of IRC 21/1987 using clean crusher broken hard granite coarse aggregate of 40 mm. size down grade of approved quality to be protested in the laboratory) obtained from approved quarry the proportion mix, grading conforming to relevant ISI/IRC codes pre-approved including arranging of reinforcement as per approved drawing including hoisting, lowering concrete in layers not exceeding 150 mm thick each compacting with vibrator watering & curing for 28 days centering shuttering & finishing the exposed surface smooth providing grooves & beads where necessary including cost, conveyance royality & taxes of all labour machineries etc. required for the work complete in all respects including dismantling the centering & shuttering as per clause 800,900,1200 & 1800 of MoRD Specification for Rural Roads (1st Revision). & as per the direction of the Engineer-in Charge . | BI01010001010000000000000515BI0100001138 | ||
| 27 | 13.1 | In Foundations | BI01010001010000000000000515BI0100001139 | 153.13 | Cum |
| 28 | 13.2 | In Substructure | BI01010001010000000000000515BI0100001140 | 256.55 | Cum |
| 29 | 14 | RCC of design mix of M-250 grade having specified characteristics compressive strength/ target mean strength of 250 kg/cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 10mm to 20mm sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering & shuttering & form works, finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalities and all leads & lifts, cost of all labour T&P & machineries etc required for the work other taxes of all materials with all including dewatering if necesary, complete in all respects as per clause 800,900,1200 & 1800 of MoRD Specification for Rural Roads (1st Revision). & as per the direction of the Engineer-in Charge but excluding cost, conveyance of Tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works) | BI01010001010000000000000515BI0100001141 | ||
| 30 | 14.1 | Substructure | BI01010001010000000000000515BI0100001142 | 5.4 | Cum |
| 31 | 14.2 | Superstructure | BI01010001010000000000000515BI0100001143 | 30.92 | Cum |
| 32 | 15 | Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and technical specifications Clause 800 and 1206.3 and as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001144 | ||
| 33 | 15.1 | A | BI01010001010000000000000515BI0100001145 | 8.15 | Cum |
| 34 | 16 | Supplying of HYSD bars confirming to grade IS-415 cutting bending, binding, lapping, spacing, welding etc.(conforming to ISI specification) and joining if necessary by lapping and tying the grills and placing in position as required for RCC works as per the approved design, hoisting, lowering and laying position including cost, and conveyance of Tor steel and binding wires of 18 to 20 gauge (as to be approved by the Deptt.) etc complete (weight of binding wire shall not be considered for payment at all, which will be borne by the contractor) standard co- efficient of different sizes of the steel shall be considered and welding and lapping should confirm to relevant clause of IRC and as per clause 1001 of MORD specification for Rural Roads (1st Revision) & as per direction of Engineer-in -Charge. | BI01010001010000000000000515BI0100001146 | ||
| 35 | 16.1 | A | BI01010001010000000000000515BI0100001147 | 39.05 | Qtl |
| 36 | 17 | Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per direction of Engineer-in- charge & & as per clause 614 of MoRD specification for Rural Roads (1st Revision) | BI01010001010000000000000515BI0100001148 | ||
| 37 | 17.1 | A | BI01010001010000000000000515BI0100001149 | 296 | Nos |
| 38 | 18 | Providing laying R.C.C. Hume pipe NP3 class for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling, concrete and masonry work in head walls and parapets as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001150 | ||
| 39 | 18.1 | 1000mm dia (Single row) | BI01010001010000000000000515BI0100001151 | 15 | Rm |
| 40 | 19 | Rough stone dry packing in approns and revetments of designed thickness on slope using 30cm and above size hard broken granite stones of approved quality free from weathering skin and from approved quarry including filling the interestices with small stones spalls etc. with cost, conveyance and royalty and with all leads and lifts and taxes of all materials and labour T&P etc complete in all respects (the weight of each stone shall not be less than 50kg to 70kg) as per specification and direction of Engineer-in-charge & Clause 1300 of of MoRD Specification for Rural Roads (1st Revision). | BI01010001010000000000000515BI0100001152 | ||
| 41 | 19.1 | A | BI01010001010000000000000515BI0100001153 | 61.73 | Cum |
| 42 | 20 | Back filling with granular material with all leads & lifts including cost. conveyance royality & taxes of all materials & cost of all labour & T&P required for the work complete as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001154 | ||
| 43 | 20.1 | A | BI01010001010000000000000515BI0100001155 | 15 | Cum |
| 44 | 21 | Providing and laying filter media with 45mm size and down graded hand broken granite metal of approved quality from approved quarry free from debries & foreign materials including cost, conveyance royalty and taxes of all materials T&P articles required for the work etc complete as per specifications and direction of the Engineer-in-charge | BI01010001010000000000000515BI0100001156 | ||
| 45 | 21.1 | A | BI01010001010000000000000515BI0100001157 | 23.65 | Cum |
| 46 | 22 | Construction of un-reinforced, plain cement concrete M-30 pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type,coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,water finishing to lines and grade as per clause 800,900,1200,1500 & 1800 of MoRD Specification for Rural Roads (1st Revision). & as per the direction of the Engineer-in Charge . | BI01010001010000000000000515BI0100001158 | ||
| 47 | 22.1 | A | BI01010001010000000000000515BI0100001159 | 103.28 | Cum |
| 48 | 23 | Providing and fixing of typical informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing and as per direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001160 | ||
| 49 | 23.1 | A | BI01010001010000000000000515BI0100001161 | 2 | Nos |
| 50 | 24 | Reinforced cement concrete M 15 grade kilometre stone of standard design as per IRC : 8 fixing in position including painting and printing etc as per drawing and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001162 | ||
| 51 | 24.1 | Ordinary kilometer stone | BI01010001010000000000000515BI0100001163 | 4 | Nos |
| 52 | 24.2 | 200 mm stone | BI01010001010000000000000515BI0100001164 | 16 | Nos |
| 53 | 25 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001165 | ||
| 54 | 25.1 | 900 mm equilateral triangle | BI01010001010000000000000515BI0100001166 | 7 | Nos |
| 55 | 25.2 | 600 mm Circular | BI01010001010000000000000515BI0100001167 | 4 | Nos |
| 56 | 25.3 | 600 x 450 mm Rectangular | BI01010001010000000000000515BI0100001168 | 4 | Nos |
| 57 | 26 | Construction of RCC guard posts of 200 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate,true to line and grade,tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001169 | ||
| 58 | 26.1 | A | BI01010001010000000000000515BI0100001170 | 36 | Nos |
| 59 | 27 | Providing and fixing of typical Citizen Information board as per MoRD specification and drawing. Three MS plates of 50 x 5 mm. thick, back plate duly welded with 75 mm dia steel tubes back on edges as per drawings. The upper and lower plate will be welded with MS flat iron frame of 50mm x 5 mm. The steel tubes duly embeded in cement concrete M-15 grade blocks of 600mm x 600 mm x 750 mm below ground level. All MS will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with readymix synthetic enamel paint of superor quality in required shade and colour. All selection of framed posts and steel tubes will be painted with primer and two coats of epoxy paint as per drawing and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001171 | ||
| 60 | 27.1 | A | BI01010001010000000000000515BI0100001172 | 1 | Nos |
| 61 | 28 | BRIDGE PART | BI01010001010000000000000515BI0100001173 | ||
| 62 | 29 | Providing and constructing one span service road to reach island location from one pier location to another pier location including all labours, materials & T & P etc complete as per direction of the Engineer. | BI01010001010000000000000515BI0100001174 | ||
| 63 | 29.1 | A | BI01010001010000000000000515BI0100001175 | 43.94 | Rmt |
| 64 | 30 | Earthwork in excavation of foundation in hard soil with all leads & lifts including dressing the sides & levelling the bed of the foundation to the required width & depth including shoring, shuttering propping bullah, pilling dewatering from foundation and as per direction of the engineer-in-charge. | BI01010001010000000000000515BI0100001176 | ||
| 65 | 30.1 | A | BI01010001010000000000000515BI0100001177 | 1156.03 | Cum |
| 66 | 31 | Earth work in cutting in all kinds of soil within 50m initial leads &1.5m initial lifts includingrough dressing and breakingclods to max 5cm to 7cm and laying in layers not exceeding 0.3m in depth etc complete as per MORD SP:302.3 & direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001178 | ||
| 67 | 31.1 | A | BI01010001010000000000000515BI0100001179 | 733.505 | Cum |
| 68 | 32 | Earthwork in excavation of foundation in D.I rock not requiring blasting removing pick axe with one extra lift and initial lead and lift including dressing and levelling the bed and depositing the eaxcavated materials at places away from site with all leads including cost of labour and T&P required for the work etc complete as per the direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001180 | ||
| 69 | 32.1 | A | BI01010001010000000000000515BI0100001181 | 77.052 | Cum |
| 70 | 33 | Supplying & filling behind abutment, wing wall and return wall etc with approved quality of gravel / sandy material including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royality & taxes of all materials & cost of all labour & T&P required for the work complete (measurement will be taken for compacted section as per direction of Engineer-in-Charge) | BI01010001010000000000000515BI0100001182 | ||
| 71 | 33.1 | Granular Material | BI01010001010000000000000515BI0100001183 | 38.912 | Cum |
| 72 | 33.2 | Sandy Material | BI01010001010000000000000515BI0100001184 | 184.746 | Cum |
| 73 | 34 | Cement concrete (1:3:6) in foundation & plinth with 4cm. crusher broken granite metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator ,providing groove & beads where necessary including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per clause 800,900,1200 & 1800 of MoRD Specification for Rural Roads (1st Revision). & as per the direction of the Engineer-in Charge . | BI01010001010000000000000515BI0100001185 | ||
| 74 | 34.1 | In Substructure | BI01010001010000000000000515BI0100001186 | 145.611 | Cum |
| 75 | 34.2 | In Foundation | BI01010001010000000000000515BI0100001187 | 86.342 | Cum |
| 76 | 35 | Cement concrete of M-150 (1:2:4) having maximum compressive strength of 150 kg/cm2 (test to be conducted) on 150 mm cubes tested at 28 days including curing (tests conducted in accordance with IS-456 & IS-516) & conforming to clause-302 of IRC 21/1987 using clean crusher broken hard granite coarse aggregate of 40 mm. size down grade of approved quality to be protested in the laboratory) obtained from approved quarry the proportion mix, grading conforming to relevant ISI/IRC codes pre-approved including arranging of reinforcement as per approved drawing including hoisting, lowering concrete in layers not exceeding 150 mm thick each compacting with vibrator watering & curing for 28 days centering shuttering & finishing the exposed surface smooth providing grooves & beads where necessary including cost, conveyance royality & taxes of all labour machineries etc. required for the work complete in all respects including dismantling the centering & shuttering as per clause 800,900,1200 & 1800 of MoRD Specification for Rural Roads (1st Revision). & as per the direction of the Engineer-in Charge . | BI01010001010000000000000515BI0100001188 | ||
| 77 | 35.1 | In Foundations | BI01010001010000000000000515BI0100001189 | 470.198 | Cum |
| 78 | 36 | RCC of design mix of M-200grade having specified characteristics compressive strength/ target mean strength of 200kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20mm. graded sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering ,shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works) as per clause 800,900,1200 & 1800 of MoRD Specification for Rural Roads (1st Revision). & as per the direction of the Engineer-in Charge . | BI01010001010000000000000515BI0100001190 | ||
| 79 | 36.1 | (i) Approach slab | BI01010001010000000000000515BI0100001191 | 19.266 | Cum |
| 80 | 36.2 | (ii) Railing & post | BI01010001010000000000000515BI0100001192 | 79.64 | Rmt |
| 81 | 37 | RCC of design mix of M-250grade having specified characteristics compressive strength/ target mean strength of 250kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20mm. down graded.sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering , shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works) as per clause 800,900,1200 & 1800 of MoRD Specification for Rural Roads (1st Revision). & as per the direction of the Engineer-in Charge . | BI01010001010000000000000515BI0100001193 | ||
| 82 | 37.1 | In Foundation | BI01010001010000000000000515BI0100001194 | 168.381 | Cum |
| 83 | 37.2 | Above bed level | BI01010001010000000000000515BI0100001195 | 79.374 | Cum |
| 84 | 37.3 | Pier & Abutment cap | BI01010001010000000000000515BI0100001196 | 14.743 | Cum |
| 85 | 37.4 | Dirt wall | BI01010001010000000000000515BI0100001197 | 2.484 | Cum |
| 86 | 37.5 | Deck slabs | BI01010001010000000000000515BI0100001198 | 211.411 | Cum |
| 87 | 37.6 | Retaining wall / wing wall | BI01010001010000000000000515BI0100001199 | 44.559 | Cum |
| 88 | 38 | RCC of design mix of M-300grade having specified characteristics compressive strength/ target mean strength of 300kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20mm. down graded sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering , shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works) as per clause 800,900,1200 & 1800 of MoRD Specification for Rural Roads (1st Revision). & as per the direction of the Engineer-in Charge . | BI01010001010000000000000515BI0100001200 | ||
| 89 | 38.1 | Wearing coat | BI01010001010000000000000515BI0100001201 | 22.941 | Cum |
| 90 | 39 | Supply of HYSD bars confirming to grade S-415 cutting bending, binding, lapping, splicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete (weight of binding wire shall not be considered for payment at all which will be borne by the contractor (standard CO-efficient of different sizes of the steel shall be considered & welding & lapping should confirm to relevant clause of IRC-21/1987) as per clause 1001 of MORD specification for Rural Roads (1st Revision) & as per direction of Engineer-in -Charge. | BI01010001010000000000000515BI0100001202 | ||
| 91 | 39.1 | A | BI01010001010000000000000515BI0100001203 | 494.011 | Qtl |
| 92 | 40 | Construction of RCC guard posts of 200 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate,true to line and grade,tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001204 | ||
| 93 | 40.1 | A | BI01010001010000000000000515BI0100001205 | 104 | Nos |
| 94 | 41 | Providing and laying filter media with 45mm size and down graded hand broken granite metal of approved quality from approved quarry free from debries & foreign materials including cost, conveyance royalty and taxes of all materials T&P articles required for the work etc complete as per specifications and direction of the Engineer-in-charge | BI01010001010000000000000515BI0100001206 | ||
| 95 | 41.1 | A | BI01010001010000000000000515BI0100001207 | 80.694 | Cum |
| 96 | 42 | Supplying and filling foundation & plinth with good clean river sand including watering to complete saturation & ramming complete with all leads & lifts including cost. conveyance royality & taxes of all materials & cost of all labour & T&P required for the work complete (measurement will be taken for compacted section) as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001208 | ||
| 97 | 42.1 | A | BI01010001010000000000000515BI0100001209 | 113.152 | Cum |
| 98 | 43 | Providing fitting & fixing stripseal expansion joints with M.S. Angles 75mm. X 75 mm. X 6 mm. at the edges of the slab with suitable anchoring arrangements by 12mm. M.S. Bars as per MoST design & drawing including fitting, fixing & welding with 6 mm. plates & filling joints of wearing coat with bitumen joint filler 12 mm. thick & joint sealing compound at top including painting of exposed surface of M.S. covered plates with anticorrosive bitumanstic paint etc. with cost, conveyance taxes of all materials labour & T&P etc. complete in all respects as per specification & direction of the Engineer-in-Charge as per clause 1403 of MoRD specification. | BI01010001010000000000000515BI0100001210 | ||
| 99 | 43.1 | A | BI01010001010000000000000515BI0100001211 | 30 | Rmt |
| 100 | 44 | Rough stone dry packing in aprons and revetments of desgned thickness on slope using 30cm and above size hard broken granite stones of approved quality free from weathering skin and from approved quarry including filling the interestices with small stones spalls etc. with cost, conveyance and royalty and with all leads and lifts and taxes of all materials and labour T&P etc. complete in all respects (the weight of each stone shall not be less than 50kg to 70kg) as per specification and direction of Engineer-in-charge & Clause 1300 of of MoRD Specification for Rural Roads (1st Revision). | BI01010001010000000000000515BI0100001212 | ||
| 101 | 44.1 | A | BI01010001010000000000000515BI0100001213 | 356.72 | Cum |
| 102 | 45 | Providing weep holes in the abutment & wing walls 8.00cm. X 23.00cm. size including metal spall backing 30cm X 30cm. size in rear complete as per the approved design & drawing including providing centering & shuttering with cost, conveyance, royality & taxes of all materials T&P articles etc. complete in all respects as per specification & direction of the Engineer-in-Charge & as per clause 614 of MoRD specification for Rural Roads (1st Revision). | BI01010001010000000000000515BI0100001214 | ||
| 103 | 45.1 | A | BI01010001010000000000000515BI0100001215 | 175 | Nos |
| 104 | 46 | Providing, fitting, fixing Tar Papers including all cost, carriage, taxes etc complete as per specification & direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001216 | ||
| 105 | 46.1 | A | BI01010001010000000000000515BI0100001217 | 29.983 | Sqm |
| 106 | 47 | Providing, fitting, fixing saletax board confirming to ISI specification including jute filler in between expansion joints including all cost,carriage,taxes etc complete as per specification & direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001218 | ||
| 107 | 47.1 | A | BI01010001010000000000000515BI0100001219 | 25.754 | Sqm |
| 108 | 48 | Painting two coats over a coat on concrete surface with waterbased cement paint to unplastered concrete surfaces etc. complete as per specification & direction of Engineer-in Charge. | BI01010001010000000000000515BI0100001220 | ||
| 109 | 48.1 | Waterbased cement paint | BI01010001010000000000000515BI0100001221 | 380.64 | Sqm |
| 110 | 49 | Routine Maintenance | BI01010001010000000000000515BI0100001222 | ||
| 111 | 49.1 | Routine Maintenance after completion of construction works as per contract data of Standard Bidding document. | BI01010001010000000000000515BI0100001223 | ||
| 112 | 49.2 | For 1st Year | BI01010001010000000000000515BI0100001224 | 1.8 | Km |
| 113 | 49.3 | For 2nd Year | BI01010001010000000000000515BI0100001225 | 1.8 | Km |
| 114 | 49.4 | For 3rd Year | BI01010001010000000000000515BI0100001226 | 1.8 | Km |
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