Public Works Department-PWD has published Tender For Rehabilitation/Construction Of Non Patchable/ Missing Link Roads In P.W.D. Division Sapotra Under Package No. Rj-22-09/Np/Ml/2022-23/Budget Ghosna In Distt. Karauli. Submission Date for this Tender is 20-07-2023. Road Work Tenders in sapotra Rajasthan. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | PART-A :-ROAD WORKS |
| 2 | Clearing grass and removal of rubbish (maximum 150 mm) upto a distance of 100 mtrs. outside the periphery of the area cleared-by manual means. |
| 3 | Doylepura Road to Pati Ka Pura Km. 0/0 to 1/0 |
| 4 | Karanpur-Mandrail Road to Dhavli Km. 0/0 to 1/00 |
| 5 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 6 | A/R to Kareelpura Km. 0/0 to 1/500 |
| 7 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 8 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 9 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. _do__ with lead500 mtr to 1000 mtr |
| 10 | Doylepura Road to Pati Ka Pura Km. 0/0 to 1/0 |
| 11 | Karanpur-Mandrail Road to Dhavli Km. 0/0 to 1/00 |
| 12 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 13 | A/R to Kareelpura Km. 0/0 to 1/500 |
| 14 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 15 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 16 | Providing and laying granular sub-base material having P.I.not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured). Grading as per MoRTH specification : Table 400-1,400-2 with CBR value not less than 25. To achieve 100% Proctor density |
| 17 | Doylepura Road to Pati Ka Pura Km. 0/0 to 1/0 |
| 18 | Karanpur-Mandrail Road to Dhavli Km. 0/0 to 1/00 |
| 19 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 20 | A/R to Kareelpura Km. 0/0 to 1/500 |
| 21 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 22 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 23 | Providing, laying, spreadingand compactingstone aggregate of specific size as per table400-6 &400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Stone screeningto fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthenbund toprotect edegs,lighting, guarding,barricading and maintenance of diversion etc. [MoRTH specification:Clause 404] (bymanualmeans) with all leads (compacted thickness as specified to be measured). Grading no.2 (63-45mm) crusher broken |
| 24 | Doylepura Road to Pati Ka Pura Km. 0/0 to 1/0 |
| 25 | Karanpur-Mandrail Road to Dhavli Km. 0/0 to 1/00 |
| 26 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 27 | A/R to Kareelpura Km. 0/0 to 1/500 |
| 28 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 29 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 30 | Providing, laying, spreadingand compactingstone aggregate of specific size as per table400-6 &400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Stone screeningto fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthenbund toprotect edegs,lighting, guarding,barricading and maintenance of diversion etc. [MoRTH specification:Clause 404] (bymanualmeans) with all leads (compacted thickness as specified to be measured). Grading no.3 (53-22.4 mm) crusher broken |
| 31 | Doylepura Road to Pati Ka Pura Km. 0/0 to 1/0 |
| 32 | Karanpur-Mandrail Road to Dhavli Km. 0/0 to 1/00 |
| 33 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 34 | A/R to Kareelpura Km. 0/0 to 1/500 |
| 35 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 36 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 37 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification CIause- 502,112. Add extra to above item per 1 Kg Extra in Emulsion per 10 Sqm 8.50 Kg/10 Sqm |
| 38 | Doylepura Road to Pati Ka Pura Km. 0/0 to 1/0 |
| 39 | Karanpur-Mandrail Road to Dhavli Km. 0/0 to 1/00 |
| 40 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 41 | A/R to Kareelpura Km. 0/0 to 1/500 |
| 42 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 43 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 44 | Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503,112. Add extra to above item per 2.75 Kg extra in emulsion per 10 sqm |
| 45 | Doylepura Road to Pati Ka Pura Km. 0/0 to 1/0 |
| 46 | Karanpur-Mandrail Road to Dhavli Km. 0/0 to 1/00 |
| 47 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 48 | A/R to Kareelpura Km. 0/0 to 1/500 |
| 49 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 50 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 51 | Providing andlayingopengraded premix carpet 20 mm thick (compacted) on prepared surface in a single course as wearing course, aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm. and aggregates in Hot Mix Plant (including cost of antistripping compound, wherever required),transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller 8 - 10 tonne but excluding cost of tack and seal coat with lead for mix of material 1 km. (MoRTH Specification : Clause 511,112) with all lead. In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E loader. with bitumen grade VG-30 |
| 52 | Doylepura Road to Pati Ka Pura Km. 0/0 to 1/0 |
| 53 | Karanpur-Mandrail Road to Dhavli Km. 0/0 to 1/00 |
| 54 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 55 | A/R to Kareelpura Km. 0/0 to 1/500 |
| 56 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 57 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 58 | Providing and applying premixed seal coat type "B" comprising of thin application of fine aggregate (0.06 Cum. per 10 Sqm) premix with 6.8 Kg. per 10 sqm bitumen binder (including cost of antistripping compound, wherever required)inmini hot mix plant 6-10 TPH and laying and rolling with power roller 8-10 tonne including all lead of mix material [MORTH Specification : Clause 513] with all lead. with bitumen grade VG-30 |
| 59 | Doylepura Road to Pati Ka Pura Km. 0/0 to 1/0 |
| 60 | Karanpur-Mandrail Road to Dhavli Km. 0/0 to 1/00 |
| 61 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 62 | A/R to Kareelpura Km. 0/0 to 1/500 |
| 63 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 64 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 65 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), 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, using curing compoundand water finishing to lines and grade as per drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments |
| 66 | Doylepura Road to Pati Ka Pura Km. 0/0 to 1/0 |
| 67 | Karanpur-Mandrail Road to Dhavli Km. 0/0 to 1/00 |
| 68 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 69 | A/R to Kareelpura Km. 0/0 to 1/500 |
| 70 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 71 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 72 | S & F in position precast R.C.C. stone (M-15 mix) of standard IRC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete (MoRTH specifications clause : 800). Ordinary km stone for NH |
| 73 | Doylepura Road to Pati Ka Pura Km. 0/0 to 1/0 |
| 74 | Karanpur-Mandrail Road to Dhavli Km. 0/0 to 1/00 |
| 75 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 76 | A/R to Kareelpura Km. 0/0 to 1/500 |
| 77 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 78 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 79 | S & F in position precast R.C.C. stone (M-15 mix) of standard IRC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete (MoRTH specifications clause : 800). 200 m stone |
| 80 | Doylepura Road to Pati Ka Pura Km. 0/0 to 1/0 |
| 81 | Karanpur-Mandrail Road to Dhavli Km. 0/0 to 1/00 |
| 82 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 83 | A/R to Kareelpura Km. 0/0 to 1/500 |
| 84 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 85 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 86 | Supply of Village Name Board size 600 x 900 mm made out of 1.25mm thick M.S. sheet duly framed with 30 mm ODMS tube tightened with M.S. flat 12 x 3 mm fixed on two posts of size 40 mm ODMS tube 3m long whole board is processed in blue/white stoving enamel paint and white / red machine cut reflective sheet complete in all respect posts duly painted with black/white synthetic enamel. |
| 87 | Doylepura Road to Pati Ka Pura Km. 0/0 to 1/0 |
| 88 | Karanpur-Mandrail Road to Dhavli Km. 0/0 to 1/00 |
| 89 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 90 | A/R to Kareelpura Km. 0/0 to 1/500 |
| 91 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 92 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 93 | Supply of direction and place identification sign boards made out of 2mm thick sheet framed to angle iron 40 x 40 x 5 mm and two vertical posts of angle size 65 x 65 x 6 mm, 3 m long with hold fasts, stove enamelled paint and reflective letters,numerals,symbols etc. complete of size : 900 x 600 mm |
| 94 | Doylepura Road to Pati Ka Pura Km. 0/0 to 1/0 |
| 95 | Karanpur-Mandrail Road to Dhavli Km. 0/0 to 1/00 |
| 96 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 97 | A/R to Kareelpura Km. 0/0 to 1/500 |
| 98 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 99 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 100 | Supply of direction and place identification sign boards made out of 2mm thick sheet framed to angle iron 40 x 40 x 5 mm and two vertical posts of angle size 65 x 65 x 6 mm, 3 m long with hold fasts, stove enamelled paint and reflective letters,numerals,symbols etc. complete of size : 1500 x 1200 mm |
| 101 | Doylepura Road to Pati Ka Pura Km. 0/0 to 1/0 |
| 102 | Karanpur-Mandrail Road to Dhavli Km. 0/0 to 1/00 |
| 103 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 104 | A/R to Kareelpura Km. 0/0 to 1/500 |
| 105 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 106 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 107 | P& F Mukhya Mantri Sadak Yojana logo for roads funded by State road fund having M.S. Definition plate of 1.6mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 mix C.C. block 300x300x600 mm including lettering / writing and painting etc. complete in all respect |
| 108 | Doylepura Road to Pati Ka Pura Km. 0/0 to 1/0 |
| 109 | Karanpur-Mandrail Road to Dhavli Km. 0/0 to 1/00 |
| 110 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 111 | A/R to Kareelpura Km. 0/0 to 1/500 |
| 112 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 113 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 114 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, scaking serviceable and unserviceable materials separately as per MoRTH specification claue : 202. By Mechanical Means, Bituminous courses |
| 115 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 116 | PART-C :-Box Culvert (2.0x2.0Mtr) |
| 117 | Earthwork in excavation in foundation trenches etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around hume pipes/masonry in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 1000 metres.[MoRTH Specification : Clause 301,304]. Ordinary Soil |
| 118 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 119 | Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level. P.C.C. grade M15 |
| 120 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 121 | Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level. R.C.C. grade M20 |
| 122 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 123 | Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level. R.C.C. grade M 25 |
| 124 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 125 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for "AA" class loading as per IRC specifications including to effect of impact, EQ etc. complete on form base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size 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 complete in all respect as per specifications. Size 2.00 M x 2.0 M |
| 126 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 127 | Filter media behind abutment, wing wall and return wall, complete as per drawing and technical specification as per MoRTH Specification : Clause:2504 |
| 128 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 129 | Providing and fabricating steel reinforcement at any level including cutting, binding, placing in position and binding complete in foundation as per drawing and technical specification as per MoRTH Specification : Section: 1600. TMT Steel reinforcement |
| 130 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 131 | PART-B :-Flush Causeway |
| 132 | Earth work in excavation for foundation of structurecompletewith all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305.In ordinary soil. Depth upto 3 metre |
| 133 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 134 | Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700. P.C.C. 1:3:6 mix with crushed stone aggregate 20 mm nominal size. |
| 135 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 136 | Providing and laying stone masonry work in cement mortar with mechanical mixer for foundation (any level) complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1400. Random rubble masonry, in cement mortar 1:4 |
| 137 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 138 | Providing and laying granular sub-base material having P.I.not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured). Grading as per MoRTH specification : Table 400-1,400-2 with CBR value not less than 25. To achieve 100% Proctor density |
| 139 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 140 | Providing, laying, spreadingand compactingstone aggregate of specific size as per table400-6 &400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Stone screeningto fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthenbund toprotect edegs,lighting, guarding,barricading and maintenance of diversion etc. [MoRTH specification:Clause 404] (bymanualmeans) with all leads (compacted thickness as specified to be measured). Grading no.2 (63-45mm) crusher broken |
| 141 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 142 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), 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, using curing compoundand water finishing to lines and grade as per drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments |
| 143 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 144 | Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300 |
| 145 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 146 | PART-C :-HP Culvert 2x1000mm Dia |
| 147 | Earth work in excavation for foundation of structurecompletewith all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305.In ordinary soil. Depth upto 3 metre |
| 148 | Doylepura Road to Pati Ka Pura Km. 0/0 to 1/0 |
| 149 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 150 | A/R to Kareelpura Km. 0/0 to 1/500 |
| 151 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 152 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 153 | Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700. P.C.C. 1:3:6 mix with crushed stone aggregate 20 mm nominal size. |
| 154 | Doylepura Road to Pati Ka Pura Km. 0/0 to 1/0 |
| 155 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 156 | A/R to Kareelpura Km. 0/0 to 1/500 |
| 157 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 158 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 159 | Providing and laying stone masonry work in cement mortar with mechanical mixer for foundation (any level) complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1400. Random rubble masonry, in cement mortar 1:4 |
| 160 | Doylepura Road to Pati Ka Pura Km. 0/0 to 1/0 |
| 161 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 162 | A/R to Kareelpura Km. 0/0 to 1/500 |
| 163 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 164 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 165 | Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900. NP - 3 (Double Row), 1000mm dia |
| 166 | Doylepura Road to Pati Ka Pura Km. 0/0 to 1/0 |
| 167 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 168 | A/R to Kareelpura Km. 0/0 to 1/500 |
| 169 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 170 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 171 | Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300 |
| 172 | Doylepura Road to Pati Ka Pura Km. 0/0 to 1/0 |
| 173 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 174 | A/R to Kareelpura Km. 0/0 to 1/500 |
| 175 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 176 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 177 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6. 75 mm thick |
| 178 | Doylepura Road to Pati Ka Pura Km. 0/0 to 1/0 |
| 179 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 180 | A/R to Kareelpura Km. 0/0 to 1/500 |
| 181 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 182 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 183 | PART-D :-HP Culvert 1x600mm Dia |
| 184 | Earth work in excavation for foundation of structurecompletewith all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305.In ordinary soil. Depth upto 3 metre |
| 185 | Karanpur-Mandrail Road to Dhavli Km. 0/0 to 1/00 |
| 186 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 187 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 188 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 189 | Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700. P.C.C. 1:3:6 mix with crushed stone aggregate 20 mm nominal size. |
| 190 | Karanpur-Mandrail Road to Dhavli Km. 0/0 to 1/00 |
| 191 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 192 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 193 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 194 | Providing and laying stone masonry work in cement mortar with mechanical mixer for foundation (any level) complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1400. Random rubble masonry, in cement mortar 1:4 |
| 195 | Karanpur-Mandrail Road to Dhavli Km. 0/0 to 1/00 |
| 196 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 197 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 198 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 199 | Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900. NP - 3 (Single Row), 600mm dia |
| 200 | Karanpur-Mandrail Road to Dhavli Km. 0/0 to 1/00 |
| 201 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 202 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 203 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 204 | Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300 |
| 205 | Karanpur-Mandrail Road to Dhavli Km. 0/0 to 1/00 |
| 206 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 207 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 208 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 209 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6. 75 mm thick |
| 210 | Karanpur-Mandrail Road to Dhavli Km. 0/0 to 1/00 |
| 211 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 212 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 213 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 214 | PART-E :-Protection Wall |
| 215 | Earthwork in excavation in foundation trenches etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around hume pipes/masonry in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 1000 metres.[MoRTH Specification : Clause 301,304]. Ordinary Soil |
| 216 | Doylepura Road to Pati Ka Pura Km. 0/0 to 1/0 |
| 217 | Karanpur-Mandrail Road to Dhavli Km. 0/0 to 1/00 |
| 218 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 219 | A/R to Kareelpura Km. 0/0 to 1/500 |
| 220 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 221 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 222 | Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700. P.C.C. 1:3:6 mix with crushed stone aggregate 20 mm nominal size. |
| 223 | Doylepura Road to Pati Ka Pura Km. 0/0 to 1/0 |
| 224 | Karanpur-Mandrail Road to Dhavli Km. 0/0 to 1/00 |
| 225 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 226 | A/R to Kareelpura Km. 0/0 to 1/500 |
| 227 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 228 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 229 | Providing and laying stone masonry work in cement mortar with mechanical mixer for foundation (any level) complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1400. Random rubble masonry, in cement mortar 1:4 |
| 230 | Doylepura Road to Pati Ka Pura Km. 0/0 to 1/0 |
| 231 | Karanpur-Mandrail Road to Dhavli Km. 0/0 to 1/00 |
| 232 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 233 | A/R to Kareelpura Km. 0/0 to 1/500 |
| 234 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 235 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 236 | Raised and cut pointing on stone work in CM 1:2 (1 cement : 2 sand) |
| 237 | Doylepura Road to Pati Ka Pura Km. 0/0 to 1/0 |
| 238 | Karanpur-Mandrail Road to Dhavli Km. 0/0 to 1/00 |
| 239 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 240 | A/R to Kareelpura Km. 0/0 to 1/500 |
| 241 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 242 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 243 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6. 75 mm thick |
| 244 | Doylepura Road to Pati Ka Pura Km. 0/0 to 1/0 |
| 245 | Karanpur-Mandrail Road to Dhavli Km. 0/0 to 1/00 |
| 246 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 247 | A/R to Kareelpura Km. 0/0 to 1/500 |
| 248 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 249 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 250 | PART-F :-Syphon |
| 251 | Earthwork in excavation in foundation trenches etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around hume pipes/masonry in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 1000 metres.[MoRTH Specification : Clause 301,304]. Ordinary Soil |
| 252 | Doylepura Road to Pati Ka Pura Km. 0/0 to 1/0 |
| 253 | Karanpur-Mandrail Road to Dhavli Km. 0/0 to 1/00 |
| 254 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 255 | A/R to Kareelpura Km. 0/0 to 1/500 |
| 256 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 257 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 258 | Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700. P.C.C. 1:3:6 mix with crushed stone aggregate 20 mm nominal size. |
| 259 | Doylepura Road to Pati Ka Pura Km. 0/0 to 1/0 |
| 260 | Karanpur-Mandrail Road to Dhavli Km. 0/0 to 1/00 |
| 261 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 262 | A/R to Kareelpura Km. 0/0 to 1/500 |
| 263 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 264 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 265 | Providing and laying stone masonry work in cement mortar with mechanical mixer for foundation (any level) complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1400. Random rubble masonry, in cement mortar 1:4 |
| 266 | Doylepura Road to Pati Ka Pura Km. 0/0 to 1/0 |
| 267 | Karanpur-Mandrail Road to Dhavli Km. 0/0 to 1/00 |
| 268 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 269 | A/R to Kareelpura Km. 0/0 to 1/500 |
| 270 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 271 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 272 | Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900. NP - 3 (Single Row), 300mm dia |
| 273 | Doylepura Road to Pati Ka Pura Km. 0/0 to 1/0 |
| 274 | Karanpur-Mandrail Road to Dhavli Km. 0/0 to 1/00 |
| 275 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 276 | A/R to Kareelpura Km. 0/0 to 1/500 |
| 277 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 278 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 279 | Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300 |
| 280 | Doylepura Road to Pati Ka Pura Km. 0/0 to 1/0 |
| 281 | Karanpur-Mandrail Road to Dhavli Km. 0/0 to 1/00 |
| 282 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 283 | A/R to Kareelpura Km. 0/0 to 1/500 |
| 284 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 285 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
| 286 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6. 75 mm thick |
| 287 | Doylepura Road to Pati Ka Pura Km. 0/0 to 1/0 |
| 288 | Karanpur-Mandrail Road to Dhavli Km. 0/0 to 1/00 |
| 289 | Makanpur Swami to Bhakri Km. 0/0 to 2/200 |
| 290 | A/R to Kareelpura Km. 0/0 to 1/500 |
| 291 | Renewal Worl on A/R to Garhi Ka Gaon (Karanpur) Km. 0/0 to 2/500) |
| 292 | Khirkhari (Gurdeh) to Kotdi Km. 0/0 to 3/500 |
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