Construction of Road side Drain cum Footpath including Saucer Drain and paved shoulder of RKB Road (From Thana Chariali to Jironichora to Rotary Road,L.H.S),Rotary Road both side and wards Santipara Gate Railway station and opposite Railway Station

Amount

Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) II.By Mechanical Means for items No. 202( b) & ( c) B.Prestressed / Reinforced cement concrete grade M-20 & above

Excavation in Marshy Soil (Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000 metres, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections.)

Construction of RCC Box Culvert - 1 - 1.50m x 1.7m: Excavation for Structures (Earth work in excavation of foundation of structures 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 backfilling with approved material. I. Ordinary soil A. Manual Means (b) 'With dewatering (3 m to 6 m depth )

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification (b) Random Rubble Masonry

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Furnishing and placing reinforced cement concrete in superstructuere as per drawing and technical specifications including providing plasticizer ( Masterplast PL-I/SPL-2 or equivalent ) air entraining nad water reducing plasticizer ( Masterplaster PAE or equivalent ) and accelerating plastericizer ( Masterplaster ACPL or equivalent ) conforming to IS 9103-1999 and steel shuttering formwork. A. RCC Grade 20 i) Using concrete mixer for solid slab

Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a ) With TATA make TMT CRS (Fe500 grade) rebar

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.

Labour for fitting and fixing RSJ beam, CI saddle etc. in position including necessary scaffolding, cutting them to required size, drilling holes and supplying and fixing ncessary bolts and nuts, painting two coats complete (Tar-Steel paints to be supplied by the contractor at his own costs) including all lead and lifts from PWD Godown.

Cost of material i.e. Structural Steel

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification B. Sandy material

Construction of RCC Sedimentation Chember of drain 1 - 1.50m x 2.20m: Excavation for Structures (Earth work in excavation of foundation of structures 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 backfilling with approved material. I. Ordinary soil A. Manual Means (b) 'With dewatering (3 m to 6 m depth )

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification (b) Random Rubble Masonry

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Furnishing and placing reinforced cement concrete in superstructuere as per drawing and technical specifications including providing plasticizer ( Masterplast PL-I/SPL-2 or equivalent ) air entraining nad water reducing plasticizer ( Masterplaster PAE or equivalent ) and accelerating plastericizer ( Masterplaster ACPL or equivalent ) conforming to IS 9103-1999 and steel shuttering formwork. A. RCC Grade 20 i) Using concrete mixer for solid slab

Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a ) With TATA make TMT CRS (Fe500 grade) rebar

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.

Labour for fitting and fixing RSJ beam, CI saddle etc. in position including necessary scaffolding, cutting them to required size, drilling holes and supplying and fixing ncessary bolts and nuts, painting two coats complete (Tar-Steel paints to be supplied by the contractor at his own costs) including all lead and lifts from PWD Godown.

Cost of material i.e. Structural Steel

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification B. Sandy material

Construction of RCC Drain cum footpath Type A - 1 - 1.50m x 1.70m : Excavation for Structures (Earth work in excavation of foundation of structures 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 backfilling with approved material. I. Ordinary soil A. Manual Means (b) 'With dewatering (3 m to 6 m depth )

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Furnishing and placing reinforced cement concrete in superstructuere as per drawing and technical specifications including providing plasticizer ( Masterplast PL-I/SPL-2 or equivalent ) air entraining nad water reducing plasticizer ( Masterplaster PAE or equivalent ) and accelerating plastericizer ( Masterplaster ACPL or equivalent ) conforming to IS 9103-1999 and steel shuttering formwork. A. RCC Grade 20 i) Using concrete mixer for solid slab

Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a ) With TATA make TMT CRS (Fe500 grade) rebar

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification B. Sandy material

Construction of RCC Drain cum footpath Type B 1 - 0.9m x 1.20m: Excavation for Structures (Earth work in excavation of foundation of structures 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 backfilling with approved material. I. Ordinary soil A. Manual Means (b) 'With dewatering (3 m to 6 m depth )

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Furnishing and placing reinforced cement concrete in superstructuere as per drawing and technical specifications including providing plasticizer ( Masterplast PL-I/SPL-2 or equivalent ) air entraining nad water reducing plasticizer ( Masterplaster PAE or equivalent ) and accelerating plastericizer ( Masterplaster ACPL or equivalent ) conforming to IS 9103-1999 and steel shuttering formwork. A. RCC Grade 20 i) Using concrete mixer for solid slab

Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a ) With TATA make TMT CRS (Fe500 grade) rebar

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification B. Sandy material

Providing Saucer drain including precast edge block: Dismantling of Flexible Pavements (Dismantling of flexible pavementsand disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) (I) By Manual Means B. Granular courses

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A.Granular material

Plain/Reinforcedcement concrete, in open foundation complete as per drawing and technical specification and steel shuttering formwork (B) PCC Grade M20

Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical specification

Providing and fixing in position moulded cement concrete block of base width 15 cm and height 55 cm in proper level and grade at footpath edge, divider block etc. as directed by the department.

Painting Two Coats on New Concrete Surfaces' Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

PAVER BLOCK OVER FOOTPATH & BACK FILLING AREA : Sand Filling in Foundation Trenches as per Drawing & Technical Specification

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

Providing SUNROCK-Hi CTS/ DEVI paver block/ tiles of concrete grade M30 or above of approved quality, size, shape of specified thickness over a levelling bedding layer of 30mm compacted sand over a base course of WBM or PCC (Base course to be paid separately) including cutting where necessary finished with spreading, sweeping jointing sand and compacvting the pavers using vibrating compactor as specifiednand directed. SUNROCK-Hi CTS/ DEVI tiles (pavers) (b) 60 mm thick

Paved Shoulder: 'Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density,complete as per cl. 401 (ii) for grading- II Material

'Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sb-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )

Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed. (a) 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm.

Providing and laying M-40 grade cement concrete Edge block/ Edge restraints complete as per Technical specification clause 1504.

HORTICULTURE: 'Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for one year.

Half Brick Circular Tree Guard, in 2nd class Brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground bottom two course laid dry, and top tree courses in cement mortar 1:6 (1cement 6 sand) and the intermediate coursees being in dry honey comb masonry, as per design complete. (Half brick circular tree guard, in 2nd class brick, internal diametre 1.25 metres, and height 1.2 meter.)

Miscellanious work: Spplying Solar street light including installation, testing and commissioning of 20 watt LED, 13 AH, lithium battery Solar street light, with Solar Panel = 75 watt/14.8 V Pollycristaline, LED Type 20 watt, 13AH 193 wh. Lithium battary and 5M high 7 mm dia phosphatised powder painted GI Pole etc. all as per specification.(Rate as per Annexure-VII excluding GST, CESS)

Providing, fixing and erecting 50 mm dia Stainless Steel pipe railing in 3 rows duly painted on medium weight Stainless Steel Poast (75mm dia), 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings (Qty as per STATEMENT-4 & Rate as per VIII)

Shifting of Utility Services as per direction of the Executive Engineer in consultation with the concerned department

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (i) 90cm equilateral traingle

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (ii) 60cm circular

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (iii) 80cmm x 60 cm rectangular

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (iv) 60cmm x 45 cm rectangular

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (v) 60cmm x 60 cm square

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (vi) 90cm high octagon

Maintenance during construction =

NUMAL SAIKIA