MAINT/SOPD-G/2025-26/64

Amount

1_Reconstruction of SPT Br. No_1/1 on Rampur Sawrachara Road Making 120 cm wide bamboo foot bridge 100 mm Bhaluka or Barua bamboo posts under ground 3 nos. in each row and rows being 3m apart Bhaluka or Barua bamboo dham placed over the posts and tied with cane or wire , Bhaluka or barua bamboo struts in each row both up and down stream , jati bamboo longs gorhs closely packed and tied wire dham . Single layer of mat placed over 75mm thick brush wood and tied with bholuka or barua bomboo rail stand fixed in one side of the iven 120 cm to 180 cm

Labour for dismanteling all members of the timber bridge (Except piles) and stacking them at suitable places as directed. (all members will be under custody of the contractor till taken over by the deparement.

Supplying and driving Sal piles 25 cm to 30 cm dia dressed to heart wood including marking length in every 30 cm interval , coaltarring two(2) coats a)With Pile Engine i) Portion of pile actually driven under ground

Supplying and driving Sal piles 25 cm to 30 cm dia dressed to heart wood including marking length in every 30 cm interval , coaltarring two(2) coats a)With Pile Engine ii)Portion of Pile remaining above ground

(a)Labour for fitting and fixing old RSJ beams, C.I. saddle etc in position including necessary scaffolding, cutting them to required size , drilling holes supplying and fixing with necessary bolts & nuts , painting two coats complete . ( Tar steel paint to be supplied by the contractor at his own cost) (RSJ of size 300 mm x 140 mm)

Supplying , fitting and fixing timber beam and bearing beam rectangular in size fitted MS etc. supplying spikes etc. as necessary and coaltaring two coats with best tar applied hot as directed (Rate is inclusive of cost of required quantity of tar) a) Using Sal timber

Sal wood work including supplying fitting fixing complete with necessary M.S bolts,nuts, nails, screws etc and coaltarring two (2) coats with best tar applied hot (Coalter to be supplied by the contractor at his own cost) (a)Undressed in floor planks, collars, bracing, standards, wheel guard, runner ,belt, railing etc

(b) In Track way Planks (alternate nailing to be done in staggered way )

Earthwork at Approaches: 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

Providing and Fixing 'Logo' of CMGSY Project Providing and fixing of typical CMGSY 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 with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.30x0.70 M) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. (b) Without Boat

Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.30x0.70 M) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. (b) Without Boat

2_Reconstruction of SPT br no 1/1 on Kalgachia IB approach Road Making 120 cm wide bamboo foot bridge 100 mm Bhaluka or Barua bamboo posts under ground 3 nos. in each row and rows being 3m apart Bhaluka or Barua bamboo dham placed over the posts and tied with cane or wire , Bhaluka or barua bamboo struts in each row both up and down stream , jati bamboo longs gorhs closely packed and tied wire dham . Single layer of mat placed over 75mm thick brush wood and tied with bholuka or barua bomboo rail stand fixed in one side of the iven 120 cm to 180 cm

Labour for dismanteling all members of the timber bridge (Except piles) and stacking them at suitable places as directed. (all members will be under custody of the contractor till taken over by the deparement.

Supplying and driving Sal piles 25 cm to 30 cm dia dressed to heart wood including marking length in every 30 cm interval , coaltarring two ( 2 ) coats a)With Pile Engine i) Portion of pile actually driven under ground

Supplying and driving Sal piles 25 cm to 30 cm dia dressed to heart wood including marking length in every 30 cm interval , coaltarring two ( 2 ) coats a)With Pile Engine ii)Portion of Pile remaining above ground

(a)Labour for fitting and fixing old RSJ beams, C.I. saddle etc in position including necessary scaffolding, cutting them to required size , drilling holes supplying and fixing with necessary bolts & nuts , painting two coats complete . ( Tar steel paint to be supplied by the contractor at his own cost) (RSJ of size 300 mm x 140 mm)

Supplying , fitting and fixing timber beam and bearing beam rectangular in size fitted MS etc. supplying spikes etc. as necessary and coaltaring two coats with best tar applied hot as directed (Rate is inclusive of cost of required quantity of tar) a) Using Sal timber

Sal wood work including supplying fitting fixing complete with necessary M.S bolts,nuts, nails, screws etc and coaltarring two (2) coats with best tar applied hot (Coalter to be supplied by the contractor at his own cost) (a)Undressed in floor planks, collars, bracing, standards, wheel guard, runner ,belt, railing etc

(b) In Track way Planks (alternate nailing to be done in staggered way )

Earthwork at Approaches: 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

Providing and Fixing 'Logo' of CMGSY Project Providing and fixing of typical CMGSY 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 with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.30x0.70 M) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. (b) Without Boat

Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.30x0.70 M) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. (b) Without Boat

3_Re-construction of SPT Br no 1/1 with approaches and protection work on Dabandia to Nadiapara Road Making 120 cm wide bamboo foot bridge 100 mm Bhaluka or Barua bamboo posts under ground 3 nos. in each row and rows being 3m apart Bhaluka or Barua bamboo dham placed over the posts and tied with cane or wire , Bhaluka or barua bamboo struts in each row both up and down stream , jati bamboo longs gorhs closely packed and tied wire dham . Single layer of mat placed over 75mm thick brush wood and tied with bholuka or barua bomboo rail stand fixed in one side of the iven 120 cm to 180 cm

Supplying and driving Sal piles 25 cm to 30 cm dia dressed to heart wood including marking length in every 30 cm interval , coaltarring two ( 2 ) coats a)With Pile Engine i) Portion of pile actually driven under ground

Supplying and driving Sal piles 25 cm to 30 cm dia dressed to heart wood including marking length in every 30 cm interval , coaltarring two ( 2 ) coats a)With Pile Engine ii)Portion of Pile remaining above ground

(a)Labour for fitting and fixing old RSJ beams, C.I. saddle etc in position including necessary scaffolding, cutting them to required size , drilling holes supplying and fixing with necessary bolts & nuts , painting two coats complete . ( Tar steel paint to be supplied by the contractor at his own cost) (RSJ of size 300 mm x 140 mm)

Supplying , fitting and fixing timber beam and bearing beam rectangular in size fitted MS etc. supplying spikes etc. as necessary and coaltaring two coats with best tar applied hot as directed (Rate is inclusive of cost of required quantity of tar) a) Using Sal timber

Sal wood work including supplying fitting fixing complete with necessary M.S bolts,nuts, nails, screws etc and coaltarring two (2) coats with best tar applied hot (Coalter to be supplied by the contractor at his own cost) (a)Undressed in floor planks, collars, bracing, standards, wheel guard, runner ,belt, railing etc

(b) In Track way Planks (alternate nailing to be done in staggered way )

Earthwork at Approaches: 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

Construction of Subgrade and Earthen Shoulders 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

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. For Grading Material (Gr - II )

Providing and Fixing 'Logo' of CMGSY Project Providing and fixing of typical CMGSY 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 with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.30x0.70 M) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. (b) Without Boat

Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.30x0.70 M) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. (b) Without Boat

4_Re-construction of SPT Br no 2/1 with approaches and protection work on Ghugubari to Dakshin Bheragaon Road Making 120 cm wide bamboo foot bridge 100 mm Bhaluka or Barua bamboo posts under ground 3 nos. in each row and rows being 3m apart Bhaluka or Barua bamboo dham placed over the posts and tied with cane or wire , Bhaluka or barua bamboo struts in each row both up and down stream , jati bamboo longs gorhs closely packed and tied wire dham . Single layer of mat placed over 75mm thick brush wood and tied with bholuka or barua bomboo rail stand fixed in one side of the iven 120 cm to 180 cm

Supplying and driving Sal piles 25 cm to 30 cm dia dressed to heart wood including marking length in every 30 cm interval , coaltarring two ( 2 ) coats a)With Pile Engine i) Portion of pile actually driven under ground

Supplying and driving Sal piles 25 cm to 30 cm dia dressed to heart wood including marking length in every 30 cm interval , coaltarring two ( 2 ) coats a)With Pile Engine ii)Portion of Pile remaining above ground

(a)Labour for fitting and fixing old RSJ beams, C.I. saddle etc in position including necessary scaffolding, cutting them to required size , drilling holes supplying and fixing with necessary bolts & nuts , painting two coats complete . ( Tar steel paint to be supplied by the contractor at his own cost) (RSJ of size 300 mm x 140 mm)

Supplying , fitting and fixing timber beam and bearing beam rectangular in size fitted MS etc. supplying spikes etc. as necessary and coaltaring two coats with best tar applied hot as directed (Rate is inclusive of cost of required quantity of tar) a) Using Sal timber

Sal wood work including supplying fitting fixing complete with necessary M.S bolts,nuts, nails, screws etc and coaltarring two (2) coats with best tar applied hot (Coalter to be supplied by the contractor at his own cost) (a)Undressed in floor planks, collars, bracing, standards, wheel guard, runner ,belt, railing etc

(b) In Track way Planks (alternate nailing to be done in staggered way )

Earthwork at Approaches: 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

Providing and Fixing 'Logo' of CMGSY Project Providing and fixing of typical CMGSY 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 with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.30x0.70 M) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. (b) Without Boat

Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.30x0.70 M) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. (b) Without Boat

5_Construction of road from Kalgachia Gunialguri road to Nabajyoti College approach road Heavy Dressing Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer.

Construction of Embankment with Material Obtained from Borrow Pits 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

Construction of Subgrade and Earthen Shoulders 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

Gravel/Soil-Aggregregate surface course (table 400.3) Construction of granular surface course 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402

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 with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Durjan Ali (BID ID -274493)