JH-XVI-II-GIR-12

Amount

Details

Setting out pillars providing and fixing of Benchpillars@ four nos. Per kmas per drawing given. ( size 1.00 x 0.345 x 0.345)

Clearing and grubbing of road land including uprooting wild vegetation grass, bushes, shurbs, saplings and tress of girth upto 300 mm, removal of stumps of such tress cut earlier and disposal of unserviceable materials and stacking of serviceable material upto 1000 mtr including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORD technical specification Clause 201

Excavation in roadway soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5M and lead upto 50M as per technical Specification clause 302.3

Construction of embankment with material obtained from Road way cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of of Table 300.1 and 300.2 as per Technical specification clause 301.5

Construction of Embankment with Material Obtained from Borrow Pits with a lift up to 1.5m, transporting to site , spreding, grading to required slope and compacted to meet requirement of table 300.1 and 300.2 as per technical specification clause with a free lead .

Construction of Embankment with Material Obtained from Borrow Pits with a lift up to 1.5m, transporting to site , spreding, grading to required slope and compacted to meet requirement of table 300.1 and 300.2 as per technical specification clause with a lead upto 500m.

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 300.2 as per Technical Specifi

Free Lead

Lead upto 500m

Construction of 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 300.2 with lead upto 500m as per Technical Specification 301.4.1

Free Lead

Lead upto 500m

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..By Mix in Place Method For Grading III Material

Water Macadam Base WBM Grading 2 (By manual means) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.

Water Bound Macadam Base WBM Grading 3 (By manual means) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Providing and applying Primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification

Providing and applying Tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing, laying and rolling of open-graded premix carpet with hot mix plant (30-40t per hour) of 20mm thickness composed of 13.2mm to 5.6 mm aggregates bitumen (S-90) to required line, grade and level to serve as wearing course on a previously prepared base, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type A as per Technical Specification.

Providing and laying seal coat Type-C (S-65) sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall as per Technical Specification Clause 510 by mechanical means.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M-30 (grade) coarse and fine aggregate confirming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene fil, wedges, steel plates including levelling the formwork as per drawing) spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation, including provision of contraction and expansion, consturction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints admixtures as approved, curing of concrete slabs for 14 days, including use of curing compound where specified and water finishing to lines and grade as per drawing and technical specification clause 1501 (including carriage of all materials, all taxes, royalty etc. all complete job)

Kilometre Stone - Reinforced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC 8 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job) Ordinary Kilemetre stone (precast) - (350 x 250 x 1100mm)

Reinforced cement concrete M-15 grade local stone of standard design as per IRC 8 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job) 200 m stone (precast) - (15 cm x 10 cm x 65 cm)

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing

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

Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Painting two coats including prime coat after filling the surface with synthetic enamel paint in all shades on new.plastered /concrete surfaces as per drawing and Technical Specification Clause 1701

Reinforcement cement concrete M-15 Grade boundary pillars/Local stone of standard design as per IRC : 25, fixed in position including finishin and lettering but excluding as per drawing and technical specification clause 1704.

Earthwork in excavattion in all kinds of soil for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring & bracing, removal of stumps and other deleterious material and disposal upto lead of 50 M, dressing of side in upto 3.0 m depth.

H.P. Culvert 1x1m dia

Guard Wall 1.00m Height

RCC Culvert

Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)

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.

Provding concrete for plain/reinfrced M-10 concrete(1:3:6) in open foundatins complete as per drawings and technical specifications clause 802, 803, 1202, & 1203. (including carriage of materials, all taxes, royalty etc. compelte job)

H.P. Culvert 1x1m dia

Guard Wall 1.00m Height

RCC Culvert

Providing concrete M-15 for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Guard Wall 1.00m Height

Providing and laying boulder pitching on slope over prepared filter media in embankment protection with stone boulders of minimum size 25kg laid by dry complete as per drawing and technical specification Clause 1301

Guard Wall 1.00m Height

RCC Culvert

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

H.P. Culvert 1x1m dia

Guard Wall 1.00m Height

RCC Culvert

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204

Guard Wall 1.50m Height

Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204

H.P. Culvert 1x1m dia

Guard Wall 1.00m Height

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

RCC Culvert

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

Guard Wall 1.00m Height

RCC Culvert

Earth Back Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9

Guard Wall 1.00m Height

Sand Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling (Local)

Guard Wall 1.00m Height

providing White washing, theree coats over new surface with approved quality of Lime including cost of cleaning surface thoroughly and removing the scales of smoke and mash marks with jhama rubbing scaffloding, washing of floors and taxes all complete as per specification.vide SOR 5.8.3

H.P. Culvert 1x1m dia

Providing concrete for plain/reinforced concrete P.C.C grade M 20 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Providing and laying reinforced cement concrete R.C.C M 25 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Stone masonry in cement mortar for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204

Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.

Routine Maintenance after completion of construction work

For 1st Year

For 2nd Year

For 3rd Year

For 4th Year

For 5th Year

BIPUL RAJ CONSTRUCTION

M/S PANKAJ KUMAR

M/S Suriya Eng Construction

M/s Baba Enterprises

M/S ASRAF CONSTRUCTION