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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 CrAdmitted-Finance | ₹3.7 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Kishori Lal L1 |
|---|---|---|---|---|
| 1.00 | Excavation in hilly area in all heights and depths and in all kind of soil by manual/mechanical means including saturated soil comprising of ordinary soil, soft rocks, hard rocks, chiseling/wedging out of rock (where blasting is prohibited) and their intermediate classification of soil, setting out true to the required lines, grades, cutting and trimming of side slopes to level as shown in the drawing and as directed by engineer-in-charge at site according to the MORD technical specification Section 300,and 1600 and sorting out useful materials and stacking the same in all leads and lifts in acquired width of road and transportation of un-useful material for filling in road ways, camber, embankments for grade improvements and disposal of all surplus material to required width of the road or on approved dumping sites through all modes of transportation including head load or animal transport or mechanical means along with its leveling, fine dressing and carriage of machineries, materials, tools, equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour if required. Any loss to the public, private property during the course of execution shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all cases .The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government | 123.65 | Per Cubic metre | - |
| 2.00 | Loosening of the ground upto a level of 300 mm (three hundred millimetre) below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per MORD Technical Specification Clause 303. as per direction of Engineer-in-Charge. Including carriage of materials within all leads and lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government. | 3,729.62 | Per Cubic metre | - |
| 3.00 | Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drain and Parapets etcetra in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiseling /wedging out rocks (Where blasting is prohibited) as per drawings and M.O.R.D. technical specification Section 300 and 1600 and as per direction of the Engineer- In – Charge including setting out, shoring and bracing, removal of stumps and other deleterious materials and disposal of materials upto any lead and upto any lift including dressing of sides and bottom and back filling in trenches with excavated suitable approved material including shoring and strutting and pumping and bailing out water (surface and sub soil water ) upto any depth any quantam of water including cleaning of slush which may arises out during dewatering as per direction of Engineer-in-Charge. Including carriage of materials within all leads and lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government. | 754.42 | Per Cubic metre | - |
| 4.00 | Back filling with granular material behind abutments, wing walls, return walls and retaining walls complete as per drawing and M.O.R.D. technical specifications clause 1203 and 1604 and as per direction of Engineer – in- Charge including carriage of materials within all leads and lifts and other incidental . The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government. | 453.71 | Per Cubic metre | - |
| 5.00 | Construction of granular sub-base by providing well graded materials, mixing in Mechincal Mix plant and Carring of Mixed Material to Site of work in all Leads and Laying uniform layers with tractor mount grader on prepared surface, Mortar , and compacting with Smooth Wheel 80-100 (Eighty-hundred) kN static roller to achieve the desired density, complete as per Technical Specification Clause 401 for grading-I Material, as per the entire satisfaction and directions of Engineer-in-Charge within all leads and lifts and other incidentals. . The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government. | 3,730.16 | Per cubic metre | - |
| 6.00 | Providing, laying, spreading and compacting stone aggregate of size 63mm to 45mm ( sixty three millimeter to forty five millimeter) Grading-II [75mm ( seventy five millimeters) consolidated thick] to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 K.N. static roller in stages to proper grade and camber applying and brooming, stone screening type-B of size 11.2mm ( eleven point two milimetres) nominal size at the rate of 0.20 cum ( zero point twenty cubic metres) per ten square metres and binding material at the rate 0.06 cum ( zero point zero six cubic metre) to fill up the interstices of coarse aggregate, watering and compacting to the required density as per M.O.R.D. technical specifications clause No. 405 and as per the entire satisfaction and direction of Engineer – in- Charge including carriage of materials within all leads and lifts and other incidental The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government. | 1,491.28 | Per Cubic metre | - |
| 7.00 | Providing, laying, spreading and compacting stone aggregate size 53mm to 22.4mm ( fifty three millimeter to twenty two point four millimeter) Grading-III [75mm( seventy five millimeters) consolidated thick] to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 K.N. static roller in stages to proper grade and camber, applying and brooming, stone screening type-B of size 11.2mm ( eleven point two milimetres) nominal size at the rate of 0.18cum ( zero point two eighteen cubic metres) per ten square metres and to fill up the interstices of coarse aggregate, watering and compacting to the required density as per M.O.R.D. technical specifications clause No. 405 and as per the entire satisfaction and direction of Engineer – in- Charge including carriage of materials within all leads and lifts and other incidental . The rate includes octroi, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government. | 1,491.14 | Per cubic metre | - |
| 8.00 | Providing and applying primer coat with BITUMEN emulsion (SS-1) on the prepared surface of granular base including cleaning of road surface with hydraulic brooms and spraying primer @ 0.850 Kg. per Sqm. (Zero point Eight five zero kilogram) per square metre using mechanical means as per M.O.R.D. technical specifications clause No. 502 including carriage of material within all leads, lifts as per the entire satisfaction and direction of Engineer – in- Charge and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government. | 19,876.5 | Per Square metre | - |
| 9.00 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.275 kgs. (Zero point two Seven five kilograms) per Square metre on the prepared granular surfaces treated with primer and cleaned with hydraulic broom as per M.O.R.D. technical specifications clause No. 503 including carriage of material within all leads, lifts and other incidentals as per the entire satisfaction and direction of Engineer – in- Charge. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government. | 19,876.5 | Per Square metre | - |
| 10.00 | Providing, laying and rolling of open-graded premix carpet of 20 mm (Twenty milimetre) compacted thickness composed of Type-A 13.2 mm (Thirteen decimal two milimetre) nominal size crushed stone aggregate in ratio of 2:1(two is to one) respectively at the rate of 0.27 Cum. ( Zero point two seven Cubic metre) mixed with penetration grade bitumen V.G-10 (Viscosity grade-Ten) at the rate 14.6 Kg. ( Fourteen point six Kilogram) per ten square metres and on road surface to required line, grade and level to serve as wearing course on a previously prepared base, including mixing and heating binder and aggregate in Hot mix Plant 30/40 ( Thirty / Forty) Tonne per hour capacity, transporting mixed material with tipper to site of work by mechanical means and laying with paver finisher to the required grade and camber and rolling with a three wheel 80-100 (Eighty - Hundred)KN static road roller, finished to required level and grades to be followed by seal coat as per MORD Technical Specification Clause 506 and as per the directions of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals .The rate is including octroi, royality, GST, toll tax, Sale Tax , GSTor other taxes imposed by the government. | 14,899.5 | Per Square metre | - |
Tender Value
₹4.0 Cr
EMD Value
₹8.0 L
Closing Date
6 Jan 2020, 5:00 pmClosed
Chief Engineer (KZ) HPPWD., Dharamshala
Chief Engineer (KZ) HPPWD., Dharamshala
Construction of Churi Garondi road (Portion Churi to village Radi)Km 0/00 to 6/570 (Package No. HP-02-301)
2019_CEHP_86464_1
HP02301
National Competitive Bid
Civil Works - Roads
Item Rate
365 days
Bharmour
Please refer Tender documents.
14 documents required · 14 mandatory
₹5,000
Executive Engineer HPPWD Division Bharmour
₹8.0 L
20 Jan 2020
24 Dec 2019
7 Jan 2020
24 Dec 2019
6 Jan 2020
24 Dec 2019
Amount
Excavation in hilly area in all heights and depths and in all kind of soil by manual/mechanical means including saturated soil comprising of ordinary soil, soft rocks, hard rocks, chiseling/wedging out of rock (where blasting is prohibited) and their intermediate classification of soil, setting out true to the required lines, grades, cutting and trimming of side slopes to level as shown in the drawing and as directed by engineer-in-charge at site according to the MORD technical specification Section 300,and 1600 and sorting out useful materials and stacking the same in all leads and lifts in acquired width of road and transportation of un-useful material for filling in road ways, camber, embankments for grade improvements and disposal of all surplus material to required width of the road or on approved dumping sites through all modes of transportation including head load or animal transport or mechanical means along with its leveling, fine dressing and carriage of machineries, materials, tools, equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour if required. Any loss to the public, private property during the course of execution shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all cases .The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government
Loosening of the ground upto a level of 300 mm (three hundred millimetre) below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per MORD Technical Specification Clause 303. as per direction of Engineer-in-Charge. Including carriage of materials within all leads and lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.
Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drain and Parapets etcetra in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiseling /wedging out rocks (Where blasting is prohibited) as per drawings and M.O.R.D. technical specification Section 300 and 1600 and as per direction of the Engineer- In – Charge including setting out, shoring and bracing, removal of stumps and other deleterious materials and disposal of materials upto any lead and upto any lift including dressing of sides and bottom and back filling in trenches with excavated suitable approved material including shoring and strutting and pumping and bailing out water (surface and sub soil water ) upto any depth any quantam of water including cleaning of slush which may arises out during dewatering as per direction of Engineer-in-Charge. Including carriage of materials within all leads and lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.
Back filling with granular material behind abutments, wing walls, return walls and retaining walls complete as per drawing and M.O.R.D. technical specifications clause 1203 and 1604 and as per direction of Engineer – in- Charge including carriage of materials within all leads and lifts and other incidental . The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.
Construction of granular sub-base by providing well graded materials, mixing in Mechincal Mix plant and Carring of Mixed Material to Site of work in all Leads and Laying uniform layers with tractor mount grader on prepared surface, Mortar , and compacting with Smooth Wheel 80-100 (Eighty-hundred) kN static roller to achieve the desired density, complete as per Technical Specification Clause 401 for grading-I Material, as per the entire satisfaction and directions of Engineer-in-Charge within all leads and lifts and other incidentals. . The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.
Providing, laying, spreading and compacting stone aggregate of size 63mm to 45mm ( sixty three millimeter to forty five millimeter) Grading-II [75mm ( seventy five millimeters) consolidated thick] to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 K.N. static roller in stages to proper grade and camber applying and brooming, stone screening type-B of size 11.2mm ( eleven point two milimetres) nominal size at the rate of 0.20 cum ( zero point twenty cubic metres) per ten square metres and binding material at the rate 0.06 cum ( zero point zero six cubic metre) to fill up the interstices of coarse aggregate, watering and compacting to the required density as per M.O.R.D. technical specifications clause No. 405 and as per the entire satisfaction and direction of Engineer – in- Charge including carriage of materials within all leads and lifts and other incidental The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.
Providing, laying, spreading and compacting stone aggregate size 53mm to 22.4mm ( fifty three millimeter to twenty two point four millimeter) Grading-III [75mm( seventy five millimeters) consolidated thick] to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 K.N. static roller in stages to proper grade and camber, applying and brooming, stone screening type-B of size 11.2mm ( eleven point two milimetres) nominal size at the rate of 0.18cum ( zero point two eighteen cubic metres) per ten square metres and to fill up the interstices of coarse aggregate, watering and compacting to the required density as per M.O.R.D. technical specifications clause No. 405 and as per the entire satisfaction and direction of Engineer – in- Charge including carriage of materials within all leads and lifts and other incidental . The rate includes octroi, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government.
Providing and applying primer coat with BITUMEN emulsion (SS-1) on the prepared surface of granular base including cleaning of road surface with hydraulic brooms and spraying primer @ 0.850 Kg. per Sqm. (Zero point Eight five zero kilogram) per square metre using mechanical means as per M.O.R.D. technical specifications clause No. 502 including carriage of material within all leads, lifts as per the entire satisfaction and direction of Engineer – in- Charge and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.275 kgs. (Zero point two Seven five kilograms) per Square metre on the prepared granular surfaces treated with primer and cleaned with hydraulic broom as per M.O.R.D. technical specifications clause No. 503 including carriage of material within all leads, lifts and other incidentals as per the entire satisfaction and direction of Engineer – in- Charge. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.
Providing, laying and rolling of open-graded premix carpet of 20 mm (Twenty milimetre) compacted thickness composed of Type-A 13.2 mm (Thirteen decimal two milimetre) nominal size crushed stone aggregate in ratio of 2:1(two is to one) respectively at the rate of 0.27 Cum. ( Zero point two seven Cubic metre) mixed with penetration grade bitumen V.G-10 (Viscosity grade-Ten) at the rate 14.6 Kg. ( Fourteen point six Kilogram) per ten square metres and on road surface to required line, grade and level to serve as wearing course on a previously prepared base, including mixing and heating binder and aggregate in Hot mix Plant 30/40 ( Thirty / Forty) Tonne per hour capacity, transporting mixed material with tipper to site of work by mechanical means and laying with paver finisher to the required grade and camber and rolling with a three wheel 80-100 (Eighty - Hundred)KN static road roller, finished to required level and grades to be followed by seal coat as per MORD Technical Specification Clause 506 and as per the directions of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals .The rate is including octroi, royality, GST, toll tax, Sale Tax , GSTor other taxes imposed by the government.
Providing and laying seal coat for sealing the voids in a bituminous surface laid to specified level grade and cross fall using type-B as per MORD technical specification Clause 508with bitumen binder VG-10(Viscosity grade-Ten) at the rate of 6.80 kg (Six point eight zero kilogram) and with 0.06 (Zero point six) Cubic metre of fine aggregate per ten square metre heated in mini hot mix plant and laying manually of mixed material and rolling with power road roller 8 - 10 tonne (eight to ten) tonnes capacity as per the directions of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals.The rate is including octroi, royality, GST, toll tax, Sale Tax or other taxes imposed by the government.
Providing laying and rolling of open graded premix carpet of 20mm ( twenty millimeter) compacted thickness, composed of Type-A 13.2mm ( thirteen decimal two millimeter) to 5.6mm ( five decimal six millimeter) aggregate at the rate of 0.27 cubic metre (Zero point two seven cubic metre) mixed with bitumen emulsion M.S. (cold mix binder) at the rate 21.50 Kilograms (twenty one point five zero kilograms ) per ten square metre of road surface to required line grade and level to serve as wearing course on a previously prepared base, including mixing in a appropriate suitable plant, transporting mixed material with tipper and laying with paver finisher to the required grade and camber and rolling with a three wheel 80-100 (Eighty-Hundred) KN static road roller Capacity finished to required level and grades to be followed by a seal coat as per M.O.R.D. technical specifications clause No. 506 as per the entire satisfaction and direction of Engineer – in- Charge excluding the cost of tack coat and seal coat but including carriage of materials within all leads and lifts and other incidental . The rate including octroi, royality, Malkana, toll tax, sale tax GST or other taxes imposed by the Government.
Providing and laying seal coat for sealing the voids in a bituminous surface laid to specified level grade and cross fall using type-B as per technical specification clause 508 using at the rate of 10 kg ( ten kilograms) bitumen emulsion (cold mix binder) premixed with 0.06 ( zero point zero six) cubic metre of fine aggregate per 10 Sqm. ( Ten square metre) mixed with a appropriate suitable plant and laying manually of mixed material and rolling with power road roller 8-10 ( eight to ten capacity) as per the directions of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals.The rate is including octroi, royality, GST, toll tax, Sale Tax or other taxes imposed by the government.
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 (forty three) grade cement or any other type as per Clause 1501 M30 (M-thirty) (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm (twenty five millimetre), mixed in a concrete mixer of not less than 0.2 (zero point two) cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 (one hundred twenty five) micron thick polythene film, 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 continuous operation including provision of contraction and expansion, construction 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, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 as per the direction of the Engineer-in-Charge and carriage of material within all leads, lifts and other incidental. The rate including octroi, royality, Malkana, toll tax, sale tax GST or other taxes imposed by the Government.
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading by mechanical means to required slope and compacted with three wheel 80-100 (eighty - hundred) kN static roller to meet requirement of Table 300.2 complete as per MORD technical Specification Clause 303 and as per direction of Engineer-in-charge including carriage of materials within all leads and lifts and other incidentals.. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government
Providing and laying mechanically mixed and vibrated plain cement concrete in foundation and plinth as per drawing and technical specification section 800, 900 and 1200 for nominal mix 1: 4;8 (one cement isto For sand isto eight graded crushed/broken stone aggregate 40mm (forty millimeters) nominal size and curing complete including pumping or bailing out water, dewatering, removal of slush as required at site which may arise at the time of laying concrete complete for all heights/depths and including the cost of form work in retaining walls, breast walls etcetera as per the direction of Engineer-in-Charge and carriage of materials, within all leads and lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.
1st sort Coursed Rubble Stone masonry in cement-mortar 1:3 (one cement isto three sand) for substructure complete as per drawing & technical specification Section 700 as per the direction of Engineer-in-Charge and carriage of materials, within all leads and lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.
Providing and laying 100mm (Hundred millimeter) dia PVC pipe weep holes in brick masonry/stone masonry, plain reinforced concrete, Abutments, Wing walls, Return walls and retaining/breast walls extended through the full width of the structure with slope I(V):20(H)(One vertical : Twenty Horizontal) towards drainage face complete as per drawing and MORD technical specification Section 1200 and 1600 and as per direction of Engineer-in-charge including carriage of materials within all leads and lifts and other incidentals.. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government
Providing and laying mechanically mixed and vibrated concrete for plain cement concrete in open foundation for all type of structure complete using plain cement concrete nominal mix 1: 3: 6 ( One cement : 3 sand : 6 graded crushed/broken stone aggregate 40mm (forty millimeter) nominal size in or under water and curing complete including pumping or bailing out water , dewatering removal of slush as required at site which may arrise at the time of laying concrete under water complete in sub structure for all heights/ depths including the cost of form work as per drawings and M.O.R.D. technical specification section 800, 900 and 1200 as per the direction of the Engineer-in-Charge and carriage of material within all leads, lifts and other incidental. The rate including octroi, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government.
Providing and laying mechanically mixed and vibrated concrete for plain cement concrete in open foundation for all type of structure complete using plain cement concrete grade M-10( M Ten) nominal mix 1: 3: 6 ( One cement : 3 sand : 6 graded crushed/broken stone aggregate 20mm (twenty millimeter) nominal size in or under water and curing complete including pumping or bailing out water , dewatering removal of slush as required at site which may arrise at the time of laying concrete complete in drain for all heights/ depths including the cost of form work as per drawings and M.O.R.D. technical specification section 800, 900 and 1200 as per the direction of the Engineer-in-Charge and carriage of material within all leads, lifts and other incidental. The rate including octroi, royality, Malkana, toll tax, sale tax GST or other taxes imposed by the Government.
Providing and laying Rubble stone flooring in cement Mortar 1:3 Laid over mechanically mixed and vibrated plain cement concrete in Bedding using plain cement concrete nominal mix 1:2½:5 (One cement : Two & half sand : Five graded crushed /broken stone aggregate 40mm ( forty millimeter) nominal size) per cubic metre for all heights/depths including cost of form work complete as per drawing and MORD technical specification and section 1300 and as per directions of Engineer-in-Charge including carriage of material within all leads and lifts and other incidental. The rate including octroi, royality, Malkana, toll tax, sale taxGST or other taxes imposed by the Government.
Providing and laying mechanically mixed and vibrated plain cement concrete in road structure using plain cement concrete grade M-15 (M-Fifteen) nominal mix 1:2½:5 (One cement : Two and half sand : five graded crushed stone aggregate 40mm (Forty millimetres) nominal size) in or under water and curing complete including pumping or bailing out water complete for all heights/depths including cost of form work in craddle bedding under pipe culvert as per drawing and MORD technical specification Section 800 ,900 and 1100 including carriage of materials in all leads, lifts and other incidental, as per the entire satisfaction and directions of Engineer-in-Charge . The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government
Providing and laying (to level or slope) 900mm dia (Nine thousand millimeters) diameter reinforced cement concrete heavy duty non pressure pipes IS Class NP3 in single row including fixing collar with cement mortar 1 : 2 ( One cement : two sand) but excluding the cost of excavation, protection works, back filling, bedding concrete and masonry work in head walls and parapets as per drawing and M.O.R.D. technical specifications clause 1101 and as per direction of Engineer – in- Charge including carriage of materials within all leads and lifts and other incidental . The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.
Providing and laying of boulder apron laid in wire crates with 4 mm (four millimetre) dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm (one hundred millimetre into one hundred millimetre) mesh (woven diagonally) including 10 per (ten percent) cent extra for laps and joints laid with stone boulders weighing not less than 40 kg (forty kilogramme) each as per drawing and technical specifications Clause 1301. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.
Providing and fixing of Semi-reflective cautionary, mandatory and informatory sign board 600mm (six hundred millimetre) as per IRC-67 made of 1.5 mm (one point five millimetre) thick MS-sheets duly stove enameled paint in white colour in fornt and gray colour on back with red reflective border of 65 mm (sixty five millimetre) width and required letters and figures with reflective tape engineering grade as per Clause 1701 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm of 12 SWG ( forty seven into forty seven millimetre of twelve Standard Wire Gauge) sheet square tube firmly fixed to the ground by mean of properly designed foundation with M-15 grade ( M-fifteen grade) cement concrete 450mm x 450 mm x 600 mm ( four hundred fifty into four hundred fifty into six hundred millimetre), 600 mm ( six hundred millimetre) below ground level as per drawings and Technical Specification Section 1700 including painting angle iron post with primer and two post of Epoxy paint as per specification and as per the direction of Engineer-in-Charge including carriage of materials within all leads and lifts and other incidental . The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.
Providing and erecting direction and place identification semi-reflective sign boards upto 0.90 sqm (zero point nine zero) size board, as per IRC-67 made of 2.0mm (two point zero millimeter) thick MS sheets duly stove enamelled paint in white colour in front and gray colour on back with red reflective border of 70mm (seventy millimetre) width and required message, letters and figures with reflective tape engineering grade as per clause 1701 of MORD for rural roads of required shade and colour supported and welded on 47mm x 47mm of 12 SWG (forty seven into forty seven millimetre of tewlve standard wire gauge) sheet square tube of 3050mm (three thousand fifty millimetre) height duly strengthened by 25mm x 5mm (twenty five millimetre into five millimetre) mild steel flat iron on edges on back firmly fixed to the ground by mean of properly designed foudation with M-15 grade (M-fifteen grade) cement concrete 450x450x600mm (four hundred fifty into four hundred fifty into six hundred millimeter) , 600mm ( six hundred millimeter) below ground level as per approved drawings and technical specification section 1700, including painting angle iron post with primes and two coats of Epoxy paint as per specification and direction of Engineer-in-Charge including carriage of materials within all leads and lifts and other incidental . The rate including octroi, royality, Malkana, toll tax, sale tax GST or other taxes imposed by the Government.
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 as per specification and direction of Engineer-in-Charge including carriage of materials within all leads and lifts and other incidental . The rate including octroi, royality, Malkana, toll tax, sale tax GST or other taxes imposed by the Government.
Collection of hardwood cuttings from appropriate approved species, from sources within all leads of the road, including trimming the sterms and making the cuttings, and transporting while wrapped in damp material as per specification as per MORD Section 1600 and direction of Engineer-in-Charge including carriage of materials within all leads and lifts and other incidental . The rate including octroi, royality, Malkana, toll tax, sale tax GST or other taxes imposed by the Government.
Planting unrooted hardwood cuttings 2.0 m (two metre)) in length and 3.0 to 8.0 CM (three to eight centimetre) in diameter of appropriate approved species on slopes, including final preparation of cuttings, preparing lines, digging trenches to specified dimensions and forming fascines. as per specification as per MORD specification section 1600 and direction of Engineer-in-Charge including carriage of materials within all leads and lifts and other incidental . The rate including octroi, royality, Malkana, toll tax, sale tax GST or other taxes imposed by the Government.
Road side tree planting containerzed tree and shurbs including potting, transplanting, compacting and mulching on slopes 30 (thirty) degree) degree to 60 (sixty degree) degree pits size 30 cm (thirty centimetre) diametre into 30cm (thirty centimetre) depth. Providing and mixing compost with thre soil, Provisioning and applying of pesticides of required including labour abd transporation to the site. as per specificationas per MORD specification section 1600 and direction of Engineer-in-Charge including carriage of materials within all leads and lifts and other incidental . The rate including octroi, royality, Malkana, toll tax, sale tax GST or other taxes imposed by the Government.
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