SENL/SOPD-FDR/2019-20/NAL-56

Amount

Construction of embankment with approved materials obtained from borrow pits, with a lift up to 1.50 m transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1 and 300-2 with a lead up to 1000 m as per Technical Specification Clause 301.5 (i) Private Land

Construction of granular sub-base by providing well graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification Clause 401 For Grading 1 material

Dismantling of existing structure like culverts bridges retaining wall and other structure comprising of masonry cement concrete wood work steel work including T&P and scaffolding where ever necessary sorting the dismantled material disposal of un serviceable material and stacking the serviceable materials with all lifts and lead of 1000materials as per technical specification as per MORTH CL. No. 202 (iv) wood work wrought framed and fixed frame of trusses up to a height of 5m above plinth level (ii) By mechanical means

Earthwork in excavation for foundation of structure as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material (i) Ordinary Soil A. Manual Mean (i) Depth up to 3 m to 6m

Providing concrete for plain/reinforcement cement in open foundation complete as per drawing and technical specification Cl. 802, 803, 1201 & 1203 (A)With crushed stone PCC grade M15 (ii) Nominal size 1:2.5:5

Plain/reinforcement cement concrete in substructure complete as per drawing and technical specification A) PCC M15 (i) Nominal mix(1:2.5:5)

Providing and laying reinforcement cement in cement in super structure as per drawing and technical specification Cl. 800, 1205.4 and 1205.5 (i) RCC M20 (A) Height upto 5m

Supplying and fitting and placing HYSD bar in reinforcement in superstructure complete as per drawing and technical specification Cl. 1002, 1010, 1202

Construction of subway (a) 1200mm dia HPC NP3

Construction of embankment with approved materials obtained from borrow pits, with a lift up to 1.50 m transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1 and 300-2 with a lead up to 1000 m as per Technical Specification Clause 301.5 (i) Private Land

Dismantling of existing structure like culverts bridge retaing wall and other structure comprising of masonry cement concrete wood work including disposal of unserviceable materials with all lift (ii) By Mechanical means (A) Cement Concrete

Removing of all type of HPC and stacking with in a lead of 1000 m including E/W and dismantling of masonry work as per technical specification Cl. 200 (a) Above 900mm HP

Earthwork in excavation for foundation of structure as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material (i) Ordinary Soil A. Manual Mean (i) Depth up to 3 m to 6m

Providing concrete for plain/reinforcement cement in open foundation complete as per drawing and technical specification Cl. 802, 803, 1201 & 1203 (a) With crushed stone PCC Grade M10 (ii) Nominal Size 1:3:6

Providing concrete for plain/reinforcement cement in open foundation complete as per drawing and technical specification Cl. 802, 803, 1201 & 1203 (a) With crushed stone PCC Grade M20 (ii) Nominal Size 1:2:4

Plain /reinforcement cement concrete in substructure complete as per drawing and technical specification Cl. 802, 804, 805, 806, 807, 1202 and 1204 (A) PCC M20 (ii) Up to 5m

Providing and laying reinforcement cement in superstructure as per drawing and technical specification Cl. 800, 1205.4 and 1205.5 (i) RCC M20 A) Height upto 5m

Supplying and fitting and placing HYSD bar in reinforcement in superstructure complete as per drawing and technical specification Cl. 1002, 1010, 1202.

Drainage spout complete as per drawing and technical specification Cl. 1209.

Providing weep holes as per drawing and technical specification Cl. 614, 709, 1204.3.7

Construction of subway (a) 1000mm dia HPC NP3

Construction of embankment with approved materials obtained from borrow pits, with a lift up to 1.50 m transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1 and 300-2 with a lead up to 1000 m as per Technical Specification Clause 301.5 (i) Private Land

GHANASHYAM BARMAN

Jintu Mani Sarma

Naba Kumar talukdar