Construction of road from Lat. Shri Chamkaur Singh house to Mandir in village nandrampur of village panchayat shivlalpur dallu in Vidhan shaba Bazpur Block Kashipur under State Sector

Granular sub-base/base/surface course with local materials (Table 400.13) by m i x i n p l a c e m e t h o d n o r m a l Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using naturally occuring gravel

Water Bound Macadam with Crushable Screenings WBM Grading 2 Pr o v i d i n g , l a y i n g , s p r e a d i n g a n d c omp a c t i n g s t o n e a g g r e g a t e s o f specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, appl y ing and brooming, c rushabl e screening to fill-up the interstices of coa r s e a g g r e g a t e , wa t e r i n g a n d compacting to the required density G r a d i n g 2 a s p e r T e c h n i c a l Specification Clause 405. By Mechanical Means

Water Bound Macadam with Crushable Screenings WBM Grading 3 Pr o v i d i n g , l a y i n g , s p r e a d i n g a n d c omp a c t i n g s t o n e a g g r e g a t e s o f specific sizes to water bound macadam specification including spreading i n uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, appl y ing and brooming, c rushabl e screening to fill-up the interstices of c o a r s e a g g r e g a t e , wa t e r i n g a n d compacting to the required density G r a d i n g 3 a s p e r T e c h n i c a l pecification Clause 405.

Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block (M-35) Pavement s hav ing thi c knes s 8 0 mm a s p e r drawings and Technical Specification Clause 1504.

Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen s h o u l d e r s wi t h a p p r o v e d ma t e r i a l obtained from borrow pits with all lifts a n d l e a d s , t r a n s p o r t i n g t o s i t e, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Speci f icat ion Clause 303.1.

Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction

Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast wa l l s , r e t a i n i n g w a l l s , p a r a p e t s , scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction

Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)

Providing concrete for plain/ reinforced concrete in open foundations complete a s p e r d r awi n g s a n d t e c h n i c a l specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4)

Providing concrete for plain/ reinforced concrete in open foundations complete a s p e r d r awi n g s a n d t e c h n i c a l specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6