APART/NOCP/ ROADS/NL-05

Amount

Setting Out Unit= 1KM Reference Bench Mark and Bench Mark pillar as per MORD and Technical Specifications Clause No.- 100 Typical benchmark as per drawing 200.1

Cleaning and grubbing road land including uprooting wild vegetation, grass, brushes, shrubs, spallings and trees girth upto 300mm, removal of slumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic not exceeding 150mm in thickness as per Technical Specification clause 201.1 By Manual Means In area of non thorny jungle

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with lead upto 1000m as per Technical specification Clause 301.5 From Private land

Construction of Subgrade and Earthen Shoulders Construction of Subgrade and Earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 with lead upto 1000m as per Technical specification clause 303.1 From Private land

Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method 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 rotovator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification clause 401 For Grading II material

Water Bound Macadam Sub-base/base WBM Grading 2 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. By manual means

WBM Grading 3 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. By manual means

Interlocking Concrete Block Pavement Interlocking pavement block Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. Excluding Edge block/ Edge restraints

Providing concrete for plain/reinforced concrete in edge restraint complete as per drawing and technical specification Clause 802, 803, 1202 and 1203 With crushed stone PCC Grade M20 Nominal Mix (1:2:4)

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

Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign 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 801 600 mm Equilateral

Single bamboo spur and palisading of whole 2nd class bamboo (jati or Bethua) 65 mm to 75 mm dia and closely packed & driven, including fitting, fixing with half bamboo kamis horrizontally in three rows with cane or tying wire complete and struts 1500 mm apart longitudinally and providing brush wood as per drawing and technical specifications Clause 1302.5 Driven at least 900 mm below ground and 1800 mm above ground on average

Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702

Kilometre Stone 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 200m stone (precast)

Kilometre Stone 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 Ordinary kilometer stone (precast)

Providing and laying standard single cell pre-cast box culvert along with wing wall, parapet wall etc. including necessary earthwork in excavation and refilling, transportation, erection joining by grouting etc complete as per Assam Standard Culverts (ASC) drawing and Technical Specifications (Measurement shall be made in number) Assam Standard Culvert (ASC) 1M x 1M as per technical specification and drawing (as per analysis enclosed)

Providing and laying standard single cell pre-cast box culvert along with wing wall, parapet wall etc. including necessary earthwork in excavation and refilling, transportation, erection joining by grouting etc complete as per Assam Standard Culverts (ASC) drawing and Technical Specifications (Measurement shall be made in number) Assam Standard Culvert (ASC) 2M x 2M as per technical specification and drawing (as per analysis enclosed)

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 Ordinary soil. Up to 3.00 m depth

Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 With Natural Gravel PCC Grade M-15 Nominal Mix 1:2.5:5

Stone Masonary in cement mortar I for substructure complete as per drawing and technical specification Clauses 702, 704, 1202, 1204 Random rubble masonry In 1:4 cement mortar

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 per drawing and technical specification Clauses 614, 709, 1204.3.7

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 Ordinary soil. Up to 3.00 m depth

Filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 Sand Filling

Providing concrete for plain/reinfoeced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203. With natural gravel: P.C.C grade M20 Nominal Mix 1:2:4

Supplying, fitting and placing TMT (Fe 500) reinforcement bar (From Primary producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructure complete as per drawings and technical specification clause 1002, 1005, 1010 & 1202

Plain/Reinforced cemet concrete in sub-structure complete as per drawing and technical specification caluse 802,804,805,806,807,1202 and 1204 With natural gravel RCC, GRADE M25 Height upto 5 m

Supplying, fitting and placing TMT (Fe 500) reinforcement bar (From Primary producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructure complete as per drawings and technical specification clause 1002, 1010 & 1202

Providing and laying reinforced cemet concrete in superstucture as per drawing and technical specification Clauses 800, 1205.4 and 1205.5 with Natural Gravel R.C.C grade M25 height upto 5m

Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specification clause 800 & 1206.3 Crushed Stone

Constuction of R.C.C railing of M25 grade in cast-in-situ with 20 mm nominal size aggregrate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to centre spacing between vertical post not to exceed 2000 mm as per drawing and technical specification clause 800,900 and 1208.3

Providing weep holes in brick masonary/plain/reinforced abutment, wing wall/return wall with 100 mm dia AC pipe through the full width of structure with slope 1V:20H towards drawing face complete as per drawing and technial specification clause 614,709,1204.3.7

Back filling behind abutment, wing wall, return wall as per drawing and technical specification Clause 1204.3.8 Granular Materials

Construction of flexible apron 1m thick comprising of loose stone boulders weighing less than 25 kg beyond flexible curtain wall

Drainage Sprout complete as per drawing and techical specification clause 1209

Rana Construction and Engineers Pvt. Ltd.

Mrinal Jyoti das

NAVA KT TALUKDAR

SAZZID HUSSAIN

MP AGARWALA PVT.LTD

4 Star Group

MS G L Agarwalla

M/S I.S. Trading Co