Construction of road from Belapur Village near Lakhi Mandir to Gosenpur via No.7, 14, 16 Bahipukhuri TE to Bahadur Adarsha Gaon under CMs Goodwill Mission Project for the financial year 2023-24 of Disitict Udalguri. (39 Pasnoi Serfang). (TN_26_147)

Amount

2.2. Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. Belapur Village Near Lakhi Mandir No. 7,14,16 Bahloukburi TE Gosenpur via No. 7,14,16 Bahipukhuri TE to Bahadur Adarsha Gaon

3.4. Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land Belapur Village Near Lakhi Mandir No. 7,14,16 Bahipukhuri TE Gosenpur via No. 7,14,16 Bahipukhuri TE to Bahadur Adarsha Gaon

3.14. Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 (i) Private land Belapur Village Near Lakhi Mandir No. 7,14,16 Bahipukhuri TE Gosenpur via No. 7,14,16 Bahipukhuri TE to Bahadur Adarsha Gaon

4.1. Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (A) By Mix in Place Method. (ii) For Grading II Material. Belapur Village Near Lakhi Mandir No. 7,14,16 Bahipukhuri TE Gosenpur via No. 7,14,16 Bahipukhuri TE to Bahadur Adarsha Gaon

4.7. Providing, laying, spreading and compacting stone aggregates of specific 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 aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means. Belapur village Near Lakhi Mandir No.7,14,16 Bahipukuri TE Gosenpur via No. 7,14,16 Bahipukuri TE to Bahadur Adarsha Gaon

6.7. Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 including carriage. A) including Edge block/ Edge restraints Belapur village Near Lakhi Mandir No.7,14,16 Bahipukuri TE Gosenpur via No. 7,14,16 Bahipukuri TE to Bahadur Adarsha Gaon

10.2. Providing and fixing of retro reflectorised cautionary, mandatory and informatory sigh as per IRC: 67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm 600 mm below ground level as per drawings and Technical Specification Clause 801. Belapur village Near Lakhi Mandir No.7,14,16 Bahipukuri TE 600 mm equilateral triangle

600 mm circle

800 mm x 600 mm rectangular

Gosenpur via No 7,14,16 Bahipukhuri TE to Bahadur Adarsha Gaon 600 mm equilateral triangle

600 mm circle

800 mm x 600 mm rectangular

10.1 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and technical Specification Clause 1703. Belapur village Near Lakhi Mandir No.7,14,16 Bahipukuri TE Ordinary Kilometre Stone (precast)

200 m stone (precast)

Gosenpur via No 7,14,16 Bahipukhuri TE to Bahadur Adarsha Gaon 5th Kilometre Stone (precast)

Ordinary Kilometre Stone (precast)

200 m stone (precast)

10.16. Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm 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. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted

Const. of 2m Span Slab Culvert (2 Nos) 11.1 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m,dressing of side

11.4. 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… A. With crushed stone. I. PCC grade M10, (i) Nominal mix 1:3:6

11.4 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. B. PCC Grade M 15, III. PCC Grade M 1, (i) Nominal mix (1:2.5:5)

11.4 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. Iv. RCC Grade M 20

13.5. Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.

17.51 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical Specification.

17.49 Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as ner drawing

17.47 Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub- structure complete as per drawing and technical specifications.

17.65 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, entre to pacing between vertical post not to exceed 2000 mm, leaving adequate space

17.67 Drainage Spouts complete as per drawing and Technical specification.

1000mm dia SHPC (3 Nos) 11.1 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

9.7 PCC M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clause 1109.

9.2 Laying 1st class bedding on well compacted sand, moorum as per clause 115. (ii)Granular bedding.

9.8 Brik masonry work in cement foundation of wall complete excl. pointing and plastering as per drawing and technical …………..

9.3 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. B)1000mm dia.

9.11 Plastering with cement mortar(1:6) 15mm thick on brick work for substructure as per technical specification. Deduction for Hume pipe

1000mm dia DHPC (3 Nos) Excavation for Structures (Earth work in excavation of foundation of structres as per drawing and technical specification, including setting out, construction of shoring and bracing removal of stumps and others deleterious matter dressing of sides....... (I) Ordinary Soil, (A) Manual means (b) With dewatering (i) Upto 3.0m depth

Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109. Levelling coarse below wall

Bending for Pipe (ii)Type B (First class bedding) Laying (First class ) Bedding on well Compacted sand moorum as per Clause 1105. (ii) Granular material.

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row Providing and laying remorced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2, but excluding excavation,. protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. (B)1000 mm dia

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. 1:4 Cement mortar

Plastering with cement mortar (1:3) on brick work in sub structure as per technical specification.

Const. of 600mm dia SHPC (6 Nos) 11.1 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

9.7 PCC M10(1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clause 1109.

9.2 Laying 1st class bedding on well compacted sand, moorum as per clause 115 (ii)Granular bedding.

9.8 Brik masonry work in cement mortar in foundation of wall complete excl. pointing and plastering as per drawing and technical specification.

9.3 Providing and laying rainforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. B) 1000mm dia.

9.11 Plastering with cement mortar(1:6) 15mm thick on brick work for, substructure as per technical specification.

Prasanta Bayan