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| 1 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately |
| 2 | Bidiyad to billu via morer at village morer,km1& 3 |
| 3 | MDR-181(82/0 to107/0) At Village chandi |
| 4 | Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 |
| 5 | Bidiyad to billu via morer at village morer,km1& 3 |
| 6 | Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3 |
| 7 | Borawar to Chanwandiyakm 1, 2 |
| 8 | Joosariya to Mindkiya at joosariya village km 1 |
| 9 | M/L Harnawa-Toshina road to Kacholia Km 1 |
| 10 | Budsu to Jusriya km 1,2 & 3 |
| 11 | Gelasar to Ladriya km 4 and 5 |
| 12 | A/R To bansda km 1 |
| 13 | Kalwa to Hudiya at kalwa chotabas km 1 |
| 14 | Binjari to Main Highway towards Baladhana Fanta at binjari village km 1 |
| 15 | Indokha to Nawad km 4 |
| 16 | Approach road MDR-181 to Nangwara kalla km 97 |
| 17 | Jakhli to Chawadiya road Km 1 |
| 18 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401.For Grading IIIMaterial |
| 19 | Borawar to Chanwandiyakm 1, 2 |
| 20 | Bidiyad to billu via morer at village morer,km1& 3 |
| 21 | Joosariya to Mindkiya at joosariya village km 1 |
| 22 | M/L Harnawa-Toshina road to Kacholia Km 1 |
| 23 | Budsu to Jusriya km 1,2 & 3 |
| 24 | Gelasar to Ladriya km 4 and 5 |
| 25 | A/R To bansda km 1 |
| 26 | Kalwa to Hudiya at kalwa chotabas km 1 |
| 27 | Binjari to Main Highway towards Baladhana Fanta at binjari village km 1 |
| 28 | Indokha to Nawad km 4 |
| 29 | Approach road MDR-181 to Nangwara kalla km 97 |
| 30 | Jakhli to Chawadiya road Km 1 |
| 31 | MDR-181(82/0 to107/0) At Village chandi |
| 32 | 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. |
| 33 | Bidiyad to billu via morer at village morer,km1& 3 |
| 34 | Budsu to Jusriya km 1,2 & 3 |
| 35 | A/R To bansda km 1 |
| 36 | Approach road MDR-181 to Nangwara kalla km 97 |
| 37 | Construction ofun-reinforced, 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 31.5 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Formwork (steel channel, laying and fixing of 150 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 near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using water finishing to lines and grade as per drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately) |
| 38 | Bidiyad to billu via morer at village morer,km1& 3 |
| 39 | Budsu to Jusriya km 1,2 & 3 |
| 40 | A/R To bansda km 1 |
| 41 | Approach road MDR-181 to Nangwara kalla km 97 |
| 42 | Providing concrete forplain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause1702,1703,2102 & 2104.P.C.C grade M 10.Nominal mix 1:3:6 |
| 43 | Borawar to Chanwandiyakm 1, 2 |
| 44 | Barwali to Gujro ki dhani (Protection wall) Km 2 (protection wall) |
| 45 | Joosariya to Mindkiya at joosariya village km 1 |
| 46 | M/L Harnawa-Toshina road to Kacholia Km 1 |
| 47 | Loroli to suratpura (protection wall),km 2 & 3 |
| 48 | Gelasar to Ladriya km 4 and 5 |
| 49 | Kalwa to Hudiya at kalwa chotabas km 1 |
| 50 | Binjari to Main Highway towards Baladhana Fanta at binjari village km 1 |
| 51 | Indokha to Nawad km 4 |
| 52 | Jakhli to Chawadiya road Km 1 |
| 53 | MDR-181(82/0 to107/0) At Village chandi |
| 54 | Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks.Category \"B\" : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004 |
| 55 | Borawar to Chanwandiyakm 1, 2 |
| 56 | Joosariya to Mindkiya at joosariya village km 1 |
| 57 | M/L Harnawa-Toshina road to Kacholia Km 1 |
| 58 | Gelasar to Ladriya km 4 and 5 |
| 59 | Kalwa to Hudiya at kalwa chotabas km 1 |
| 60 | Binjari to Main Highway towards Baladhana Fanta at binjari village km 1 |
| 61 | Indokha to Nawad km 4 |
| 62 | Jakhli to Chawadiya road Km 1 |
| 63 | MDR-181(82/0 to107/0) At Village chandi |
| 64 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905.300 mm dia |
| 65 | MDR-181(82/0 to107/0) At Village chandi |
| 66 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905.600 mm dia |
| 67 | Borawar to Chanwandiyakm 1, 2 |
| 68 | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.Ordinary soil.Upto 3 m depth |
| 69 | Borawar to Chanwandiyakm 1, 2 |
| 70 | Barwali to Gujro ki dhani (Protection wall) Km 2 (protection wall) |
| 71 | Loroli to suratpura (protection wall),km 2 & 3 |
| 72 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104.Random Rubble Masonry.In 1:4 cement mortar |
| 73 | Borawar to Chanwandiyakm 1, 2 |
| 74 | Barwali to Gujro ki dhani (Protection wall) Km 2 (protection wall) |
| 75 | Loroli to suratpura (protection wall),km 2 & 3 |
| 76 | Plastering with cement mortar (1:4), 20 mm thick on Stone work. |
| 77 | Borawar to Chanwandiyakm 1, 2 |
| 78 | Barwali to Gujro ki dhani (Protection wall) Km 2 (protection wall) |
| 79 | Loroli to suratpura (protection wall),km 2 & 3 |
| 80 | 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 2206.6,50 mm thick |
| 81 | Borawar to Chanwandiyakm 1, 2 |
| 82 | Barwali to Gujro ki dhani (Protection wall) Km 2 (protection wall) |
| 83 | Loroli to suratpura (protection wall),km 2 & 3 |
