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Sr. No. Description of items. Rate (in figure) Rate (in word) Unit Amount Ref. 1 1023.88 Cum Earth work excavation in ordinary soil exclusive of compensation of earth Kassi work underessed involving an average horinontal throw upto 2 Mtr. and an average vertical lift upto 0.5 Mtr. i/c breaking of clods i/c dressing of earth as per complete. 24.86 Rupees Twenty Four and Eighty Six Paise Cum (Per Cubic meter) 25454 DR 2 551.32 Cum Earth work on embankment in all kind of soil with minimum CBR value 5 % with any lead & lift, including dressing and laying in layers not exceeding 25 cm loose thickness and dressing of earth, as per MORT & H specifications. 126.23 Rupees One Hundred Twenty Six and Twenty Three Paise Cum (Per Cubic meter) 69593 DR 3 58.96 Cum Providing & laying Compacted Stone aggregate WBM specification with coarse agg. Confirming to G-II table no. 400.7 complete as per clause No. 404 of MORT&H specifications. 1019.92 Rupees One Thousand Nineteen and Ninety Two Paise Cum (Per Cubic meter) 60134 DR 4 3.93 Cum Providing & laying Granular Sub-Base consisting of filter layer confirming to table 400.1 Grading-III of MORTH 5th addition, mixing in a mechnical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause No. 401 of MORT&H specifications 919.51 Rupees Nine Hundred Nineteen and Fifty One Paise Cum (Per Cubic meter) 3614 DR 5 786.17 Sqm Providing and laying 20 mm thick premix carpet patch work, using tar or bitumen as binder for all operations, binder and supply of aggregate 13.2 mm gauge @ 1.8 cum per 100 sqm & 11.2 gauge @ 0.90 cum per 100 sqm and fine aggregate @ 0.60 cum/100 sqm heated with mechanical mixer, laying and rolling it with road roller including cost of lightning arrangement sign boards and night watch, including laying tack coat (75 Kg/100 sqm) on new surface and seal coat (bitumen grade VG-10 as per IS:73@ 289kg/100 Sqm.) including the cost of bitumen complete in all respect as per MORT & H specification (latest edition). 151.75 Rupees One Hundred Fifty One and Seventy Five Paise Sqm (Per Square Meter) 119301 DR DNIT FOR ANNUAL REPAIR OF LINK ROADS IN CH. DADRI CONSTY. GROUP-8 IN BHIWANI DIVISION FOR THE YEAR 2019-20 (I.D. H-487,507 & 5654). E/Money:- 9,600/- Quantity. Est. Cost:- 4,80,000/- Time Limit:- 31.03.2020 Executive Engineer, HSAMB, Bhiwani Sr. No. Description of items. Rate (in figure) Rate (in word) Unit Amount Ref.Quantity. 6 1297.18 Sqm Providing and laying 20 mm thick premix carpet patch work, using tar or bitumen as binder for all operations, binder and supply of aggregate 13.2 mm gauge @ 1.8 cum per 100 sqm & 11.2 gauge @ 0.90 cum per 100 sqm and fine aggregate @ 0.60 cum/100 sqm heated with mechanical mixer, laying and rolling it with road roller including cost of lightning arrangement sign boards and night watch, including laying tack coat (25 Kg/100 sqm) on old surface and seal coat (bitumen grade VG-10 as per IS:73@ 239kg/100 Sqm.) including the cost of bitumen complete in all respect as per MORT & H specification (latest edition). 131.55 Rupees One Hundred Thirty One and Fifty Five Paise Sqm (Per Square Meter) 170644 DR 7 26.21 Sqm Providing & laying 80mm thick ISI marked interlocking paver blocks conforming to IS 15628:2006/IRC:SP:63-2004 of all shapes and colours in design mix cement M-40 over a bed of 30mm thick fine sand complete in all respect. 567.00 Rupees Five Hundred Sixty Seven Only Sqm (Per Square Meter) 14861 10.159 8 0.43 Cum Precast cement concrete 1:2:4 with stone aggregate 20mm nominal size in kerbs and the like items, finished smooth with 6mm thick cement plaster 1:3 on exposed surface including form work , placing and fixing in position, complete at the ground level or in 1st storey. 5183.75 Rupees Five Thousand One Hundred Eighty Three and Seventy Five Paise Cum (Per Cubic meter) 2229 10.77 9 1 Nos.

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