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| 1 | Part-A Providing , laying, spreading and compacting stone aggregates of 22.4-53mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregates, watering and compacting to the required density grading-III as per technical specification clause 405 |
| 2 | Providing and applying tack coat with Bitumen V.G.-10 using bitumen pressure distributor @ 0.30 kg. per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 |
| 3 | Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade bitumin to required line, grade and level to serve as wearing course on a previously prepared base incuding mixing in a suitable plant , lying and rolling with a three wheel 80-100 KN static roller capecity fifnished to required level and grades to be followed by seal coat Technical specification case II by machenical means. |
| 4 | Providing and laying seal coat by manual means with VG-10 grade Bitumin sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 |
| 5 | Earth work in cutting or in embankment in black cotton soil in Bundelkhand Area, excavation to be the form of regular pits not exceeding 1/2 meter(20\") in depth earth work in embankment to be in 20 cm(8\") layers, including 1.5m (5ft) lifts and 30m (100ft) lead. The earth form cutting to be used in making embankment or to be deposited as spoil banks within 30m (100ft) distance as directed by the Engineer-in-charge. |
| 6 | Providing & Fixing of Typical informatory sign board as per MORD specification and drawing . Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mmx5m size on back on edges. The lower plates will be welded with MS angle iron frame of 25mmx25mmx5mm. The angle iron frame of lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm 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. All M.S. will be stove enameled on both sides. Lettering and printing with ready mixed synthetic enamel paint of superior quality in required shade and colour. All section of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 7 | Brick Edging on both side of the road with M-150 class brick on edge 3\" wide and 4-1/2\" deep laid with mud mortar, finished to the required temples in proper aligment & also dressing ramming the excavated earth and directed by Engineer-in-charge. S.I. 765 |
| 8 | Excavation in foundation in black cotton soilincluding lift up to 1.5 meter (5ft)and lead up to 30 meter (100ft)and including filling, watering & ramming of the excavated earth into the trenches or into the space between the building and the sides of the foundation trenches or into the plinth and removal and disposal of surplus earth as direction by the E/I upto a distance of 30m(100ft) from the foundation trenches.(S.I.No. 257) |
| 9 | Sand filling in plinth including supply of necessary quantity of sand including watering dressing etc. for proper completion of the work. S.I.No.-255+ cost of sand. |
| 10 | Cement concrete with 4 cm (1/2\"\") gauge approved stone ballast,approved coarse sand. cement in proportion of 12:6:1 including supply of all materials, labour & T&P etc. required forproper completion ofthe work.(S.I.No. 273) |
| 11 | Providing , laying, spreading and compacting stone aggregates of 22.4-53mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregates, watering and compacting to the required density grading-III as per technical specification clause 405 |
| 12 | P/L of Rubber moulded Zig Zag Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. (Chapter 6) 6.7(1) |
| 13 | M 150 classbrick work in1:4 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth, including supply of all materials, labour & T&P etc. required for proper completion of the work.(S.I. No. 305) |
| 14 | Cement concrete with 20mmguage approved stone grit, approved coarse sand cement in the proportion 4:2:1 including supply of all materials, labour and tools and plants etc. required for proper completion of the work.(S.I. No. 279a) |
| 15 | 12 mm thick cement plaster with cement & fine sand in 1:4 including supply of all materials, labour and tools & plants etc. required for proper completion of the work . (S.I. 584) |
| 16 | Part-B As Per E/I for the period of five years the actual completion date of the work. GST shall be paid extra as per applicable at the time of payment. Maintenance of first year total work amount of P.C. Work. |
| 17 | Maintenance of seconed year total work amount of P.C. Work. |
| 18 | Maintenance of third year total work amount of P.C. Work. |
| 19 | Maintenance of fourth year total work amount of P.C. Work |
| 20 | Maintenance of five year total work amount of P.C. Work |
| 21 | Maintenance of fourth year total work amount of Interlocking |
| 22 | Maintenance of Five year total work amount of Interlocking |
