| S.No | Activity taken upon musteroll | Quantity | Unit Price | Total |
|
1 | (XX) 20 Km. Lead | 165 | 320.242909090909 | 52840.08 |
|
2 | (I) 0.5 Km. Lead -- | 420.75 | 89.4433036244801 | 37633.27 |
|
3 | (XV) 10 Km. Lead | 2813.25 | 209.742187861015 | 590057.21 |
|
4 | Rolling & Compaction of granular sub-base of well graded material, spreading in uniform layers with tractor mounted grader on prepared surface, mixing by mix in place, sprinkling of water till OMC, and compacting with smooth wheel rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Technical Specification Clause 401 of Specification for Rural Roads.i/c all leads of water etc. complete. | 742.5 | 62.5207407407407 | 46421.65 |
|
5 | (a) 900 mm dia. | 6.5 | 3185.42923076923 | 20705.29 |
|
6 | (d) 600 mm dia. | 14 | 1675.98142857143 | 23463.74 |
|
7 | Compaction of embankment with approved materials as per clause 301.4 & 301.5 of specifications for rural roads(MORD), already spreaded at site, obtained from roadway cutting, excavated from drains, foundation of other structures or from borrow pit, making 4% camber and required Grade by tractor mounted grader or labourers, watering at OMC and compacted by 80 to 100 kN static weight rollers to achieve desired density minimum 97% as per table 300.1 and 300.2 of (MORD) - i/c required leads and lifts of materials etc. complete. | 1452 | 17.3501101928375 | 25192.36 |
|
8 | Compaction of soil for construction of subgrade & earthen shoulders with approved transported material collected and stacked at site, i/c spreading, making 4% camber and required gradient by tractor mounted grader or labourers, watering at OMC and compacted by 80 to 100 kN static weight rollers to achieve desired density minimum 100% of the MDD as per IS:2720 (Part-7). Complete compaction work as per specifications for rural roads (MORD) clause 303, i/c required leads and lifts of materials etc. complete. | 2235.75 | 23.9425293525663 | 53529.51 |
|
9 | Setting out work (Reference pillars, referencing bench mark and temporary bench mark):-
Construction of Reference Bench Mark 50x50x70 cm. made of 1:3:6 cement concrete i/c excavation of 50x50x50 cm pit, working benchmark 30x30x45 cm at every 500 m interval made of 1:3:6 cement concrete i/c excavation of 30x30x30 cm pit and providing and fixing of Reference pillars made of cast in situ or pre cast RCC pole,1.50m long having dimensions as100x100mm at top and 150x150mm at bottom with 4 no. 8mm dia. bars in longitudinal direction and 6mm dia. stirrups at 300mm c/c spacing - made in cement concrete M-15, or finished stone posts 1500 x200x75 mm size embedded in 30x30x45 cm cement concrete 1:3:6 i/c excavation and casting etc. complete, @ 100 m interval or as required on both sides of the formation width preferably at 5.50 m distance from centre line. | 1.1 | 6828.81818181818 | 7511.7 |
|
10 | Survey and investigation and preparation of DPR for road work with chain and compass, auto level, theodolite or total station i/c fixing of permanent benchmark and also fixing of bench mark on all the permanent structures, along the alignment, like boundary wall,electrical poles etc. Also marking of locations of boundary wall,electric poles, telephone poles trees etc. in the road boundary, collection and submission of existing inventory of the road all along the alignment conducting survey@20 metre interval for L-section and for single lane X-section interval will be @ 0.75, 1.25, 1.875, 2.60, 3.75, 4.50, 5.50 and 6.50 metre on both side of centre line for two lane four lane interval for x-section shall be as specified in MORT&H/MoRD Specifications.
(FOR LABOUR ONLY IN SURVEYING ) | 1.1 | 692.118181818182 | 761.33 |
|
11 | (A) With Reinforced cement concrete (ii) Ordinary Kilometer Stone (Pre cast) | 2 | 1607.46 | 3214.92 |
|
12 | (A) With Reinforced cement concrete (iii) 200 m stone (precast) | 4 | 488.2975 | 1953.19 |
|
13 | Site clearance, cutting grass, raking into heaps and removing off the premises | 9350 | 2.6254577540107 | 24548.03 |
|
14 | (b) Dense or hard soil | 1031.25 | 146.027539393939 | 150590.9 |
|
15 | Collection/Excavation of Graval Material meeting the requirements of Hard Moorum as detailed in RES SOR chaper 03 Notes Clause 3.2© including stacking and all leads and lifts up to loading point at quarry. | 577.5 | 208.258995670996 | 120269.57 |
|
16 | Collection of River Borne Material (RBM) (any mixture of sand and graval ) i/c boxing and all leads and lifts up to loading point at quarry. | 165 | 182.49503030303 | 30111.68 |
|
17 | Spreading of material, mixing by mix in place method by manual means or by Tractor mount disk herrows to meet the requirements of Grading and Plasticity given in clause 2.2.2.2, 2.2.2.3, 2.2.3.1 and 2.2.3.2 of IRC:SP:77-2008. and grading by tractor mount grader to get the required profile. | 742.5 | 129.856821548822 | 96418.69 |
|
18 | Loosing of hard soIl such as moorum etc. By ploughing (tractor ect.) the existing ground exceeding 30cm in depth as well as 10 sqm on plan including all running expanses of machine. | 2656.5 | 3.60018068887634 | 9563.88 |
|
19 | Spreading dressing, breaking of clods of ploughed earth upto 20m lead and lift upto 1.5m disposed soil to be leveled and neatly dressed. | 2656.5 | 73.6689403350273 | 195701.54 |
|
20 | Citizen Information Board Size 0.9 Meter x 1.2 Meter ( Community Works ) | 1 | 3603.48 | 3603.48 |