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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Kamal Kumar L1 |
|---|---|---|---|---|
| 1.01 | Excavation in soil in hilly area in all heights and depths and in all kind of soil by all 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 line, grades, width cutting and trimming of side slopes to level as shown on the drawing and as directed by the Engineer-in- Charge at site according to the M.O.R.D. technical specification section 300 and 1600 and sorting out useful materials and stacking the same in all leads and lifts in acquired width of the road and transportation of un-useful material for filling in road ways, camber, embankments for grade improvements and disposal of all useful material to acquired width of the road or on approved dumping sites through all modes of transporation including head load or animals transport or mechanical means along with its leveling fine dressing and hauling /carriage of machineries, materials, tools equipments and safety measures. Recovery for usefull stone of 121.78 cum One hundred twenty one point fseven eight cubic metre) @ 300/-cum (Three hundred per cubic metre) only shall be effected from the contractor bill actually executed at site on pro-rata basis for the quality of cutting in earth work executed.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 Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government. | 702.6 | Per cubic metre | - |
| 2.01 | Earth work in excavation for structures in all depths as per drawing and M.O.R.D. technical specification section 300 & 1600 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal in all lead and lift including dressing of sides and bottom and back filling in trenches with excavated Suitable materials. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution etc. and to protect stability of hill side, rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation including rock excavation shall be carried out true to lines grades, side slopes, width, camber super elevation and level as shown on the drawings or as directed by the Engineer-in-Charge hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner, filling of unevenness and finishing the road to specified dimension or as directed by the Enginer-in-Charge. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage rain and other causes it shall be removed by suitable diversion, bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. Any loss to the public or private property during the course of excavation shall be the whole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government. | 834.72 | Per cubic metre | - |
| 3.01 | 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 M.O.R.D.Technical Specification Clause 303 in all leads, lifts and other incidental complete in all respect including hauling /carriage of materials to various location through all modes of transportation in and as per the direction of Engineer-In-Charge. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government. | 3,738.03 | Per cubic metre | - |
| 4.01 | Construction of subgrade and earthen shoulders with approved material obtain from borow pits including transporting to site, spreading, grading to require slope and compacted to meet requirement of table 300.2 as per M.O.R.D. technical specification clause 407 in all leads, lifts and other incidental complete in all respect including hauling /carriage of materials to various location through all modes of transportation in and as per the direction of Engineer-In-Charge. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government. | 2,050.65 | Per cubic metre | - |
| 5.01 | Back filling with granular material behind abutments, wing walls, return walls complete as per drawing and M.O.R.D. technical specification clause 1203 and 1604, as per direction of Engineer-In-Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government. | 120.3 | Per cubic metre | - |
| 6.01 | Construction of Granular sub-base by providing well graded material mixing by a mechanical mix plant at OMC and carriage of mixed material to site of work in all leads and laying in uniform layers with motor grader on prepared surface and compacting with smooth wheel 80-100 KN static roller in stages to proper grade and camber, to achieve the desired density, complete as per M.O.R.D. Technical specifications clause 401 and as per directions of Engineer in Charge including all leads, lifts and other incidental complete in all respect including hauling /carriage of materials to various location through all modes of transportation in and as per the direction of Engineer-In-Charge. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government. | 1,844.17 | Per cubic metre | - |
| 7.01 | Providing laying spreading and compacting stone aggregate size 63mm to 45mm ( sixty three millimetre to forty five millimetre) Grading-II[75mm( seventy five millimetre) 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 decimal point two millimetre) nominal size at the rate of 0.20 cubic metre (zero point two zero cubic metre) per ten square metre and binding material at the rate of 0.06 cubic metre (zero decimal zero six) cubic metre per ten square metre to fill up the intersitices of coarse aggregate, watering and compacting to the required density as per M.O.R.D. technical specifications clause No. 405 and to the entire satisfaction and direction of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government. | 857.28 | Per cubic metre | - |
| 8.01 | Providing, laying, spreading and compacting stone aggregate size 53mm to 22.4mm ( fifty three millimeter to twenty two point four millimetre) Grading-III 75mm (seventy five millimetre) thickness 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 11.2 mm (eleven point two millimetre) nominal size at the rate of 0.18 cum (zero point eighteen cubic metre) per ten square 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 directions of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government. | 821.85 | Per cubic metre | - |
| 9.01 | Providing and applying primer coat with BITUMEN Emulsion (SS-1) (one) on the prepared surface of granular base including cleaning of road surface and spraying primer @ 0.85 Kg. per Sqm. ( zero point eighty five kilogram) per square metre using mechanical means as per M.O.R.D. technical specifications clause No. 502 and as per directions of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government. | 10,954.4 | Per square metre | - |
| 10.01 | Providing and applying tack coat with Bitument emulsion (RS-I) using emulsion pressure distributor at the rate 0.275 kg (zero point two seven five kilogram) per/ Square metre on the prepared granular surface treated with primer coat cleaned with hydraulic broom as per M.O.R.D. technical specifications section No. 503 and to the entire satisfaction of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government. | 10,954.4 | Per square metre | - |
Tender Value
₹2.1 Cr
EMD Value
₹5.4 L
Closing Date
6 Jan 2020, 5:00 pmClosed
Chief Engineer
Kangra Zone HPPWD Dharamshala
Construction of passing places, Missing CD, side drains, Parapets, Crash barrier, CC pavement and tarring work including five year maintenance after completion Under PMGSY (Batch-II for 2018-2019) Package No. HP-02-345
2019_CEHP_86406_1
CE KZ HPPWD D/shala Lt. No. 3525-50 dt. 17-12-2019
Open Tender
CIVIL
Item Rate
365 days
Salooni
Please refer Tender documents.
14 documents required · 14 mandatory
₹5,000
Executive Engineer Salooni Division HPPWD Salooni
₹5.4 L
20 Jan 2020
23 Dec 2019
7 Jan 2020
23 Dec 2019
6 Jan 2020
23 Dec 2019
Amount
Excavation in soil in hilly area in all heights and depths and in all kind of soil by all 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 line, grades, width cutting and trimming of side slopes to level as shown on the drawing and as directed by the Engineer-in- Charge at site according to the M.O.R.D. technical specification section 300 and 1600 and sorting out useful materials and stacking the same in all leads and lifts in acquired width of the road and transportation of un-useful material for filling in road ways, camber, embankments for grade improvements and disposal of all useful material to acquired width of the road or on approved dumping sites through all modes of transporation including head load or animals transport or mechanical means along with its leveling fine dressing and hauling /carriage of machineries, materials, tools equipments and safety measures. Recovery for usefull stone of 121.78 cum One hundred twenty one point fseven eight cubic metre) @ 300/-cum (Three hundred per cubic metre) only shall be effected from the contractor bill actually executed at site on pro-rata basis for the quality of cutting in earth work executed.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 Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government.
Earth work in excavation for structures in all depths as per drawing and M.O.R.D. technical specification section 300 & 1600 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal in all lead and lift including dressing of sides and bottom and back filling in trenches with excavated Suitable materials. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution etc. and to protect stability of hill side, rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation including rock excavation shall be carried out true to lines grades, side slopes, width, camber super elevation and level as shown on the drawings or as directed by the Engineer-in-Charge hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner, filling of unevenness and finishing the road to specified dimension or as directed by the Enginer-in-Charge. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage rain and other causes it shall be removed by suitable diversion, bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. Any loss to the public or private property during the course of excavation shall be the whole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or 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 M.O.R.D.Technical Specification Clause 303 in all leads, lifts and other incidental complete in all respect including hauling /carriage of materials to various location through all modes of transportation in and as per the direction of Engineer-In-Charge. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government.
Construction of subgrade and earthen shoulders with approved material obtain from borow pits including transporting to site, spreading, grading to require slope and compacted to meet requirement of table 300.2 as per M.O.R.D. technical specification clause 407 in all leads, lifts and other incidental complete in all respect including hauling /carriage of materials to various location through all modes of transportation in and as per the direction of Engineer-In-Charge. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government.
Back filling with granular material behind abutments, wing walls, return walls complete as per drawing and M.O.R.D. technical specification clause 1203 and 1604, as per direction of Engineer-In-Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government.
Construction of Granular sub-base by providing well graded material mixing by a mechanical mix plant at OMC and carriage of mixed material to site of work in all leads and laying in uniform layers with motor grader on prepared surface and compacting with smooth wheel 80-100 KN static roller in stages to proper grade and camber, to achieve the desired density, complete as per M.O.R.D. Technical specifications clause 401 and as per directions of Engineer in Charge including all leads, lifts and other incidental complete in all respect including hauling /carriage of materials to various location through all modes of transportation in and as per the direction of Engineer-In-Charge. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government.
Providing laying spreading and compacting stone aggregate size 63mm to 45mm ( sixty three millimetre to forty five millimetre) Grading-II[75mm( seventy five millimetre) 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 decimal point two millimetre) nominal size at the rate of 0.20 cubic metre (zero point two zero cubic metre) per ten square metre and binding material at the rate of 0.06 cubic metre (zero decimal zero six) cubic metre per ten square metre to fill up the intersitices of coarse aggregate, watering and compacting to the required density as per M.O.R.D. technical specifications clause No. 405 and to the entire satisfaction and direction of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or 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 millimetre) Grading-III 75mm (seventy five millimetre) thickness 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 11.2 mm (eleven point two millimetre) nominal size at the rate of 0.18 cum (zero point eighteen cubic metre) per ten square 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 directions of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government.
Providing and applying primer coat with BITUMEN Emulsion (SS-1) (one) on the prepared surface of granular base including cleaning of road surface and spraying primer @ 0.85 Kg. per Sqm. ( zero point eighty five kilogram) per square metre using mechanical means as per M.O.R.D. technical specifications clause No. 502 and as per directions of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government.
Providing and applying tack coat with Bitument emulsion (RS-I) using emulsion pressure distributor at the rate 0.275 kg (zero point two seven five kilogram) per/ Square metre on the prepared granular surface treated with primer coat cleaned with hydraulic broom as per M.O.R.D. technical specifications section No. 503 and to the entire satisfaction of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government.
Providing laying and rolling by mechnical means of open grades premix carpet of 20mm ( twenty millimetre) thickness composed of 13.2mm ( thirteen decimal two millimetre) to 5.6 mm (Five decimal six millimetrenominal size crushed stone @ 0.27 cum (zero decimal two seven cubic metre) mixed with bitumen VG-10 (ten) @ 14.60 kg (fourteen point sixty kilogram) per ten square meter of road surface required line grade and level to serve as wearing course on a previously prepared base, including heating binder and aggregate in hot mix plant 30/40 tonne capacity per hour transporting mixed material with tippers and laying with pavers finisher to the required grade to be followed by seal coat of type-B and camber and rolling with a three Wheel 80-100 KN static road roller to required level and grade as per M.O.R.D. technical specifications clause No. 506 and as per directions of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government.
Providing and laying seal coat sealing the voids in a bituminous surface laid to specified level grade and cross fall using type-B as per M.O.R.D. technical specification clause 508 premixed with 6.8 kg ( six point eight) kilogram VG-10 (ten) bitumen 0.06 ( zero point zero six) cubic metre of fine aggregate per 10 Sqm. (Ten square metre) heated in hot mix plant and laying of mixed material and rolling with power road roller 8-10 ( eight to ten capacity) and as per directions of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government.
Construction of un-reinforced dowel, jointed at expension 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 MORD clause 1501 M-30 design mix grade coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm (twenty Five millimetre) mixed in a concrete mixer of not less than 0.2 cum (zero decimal two cubic metre) 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 film, wedges, steel plates including leveling the, form work 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 etc. including rates for reinforcement in dowel bars and including carriage of materials within all leads, lifts and other incidentals and as per the entire satisfaction and directions of Engineer-in-charge. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government.
Providing and laying mechanically mixed and vibrated plain cement concrete on foundation as per drawing and MORD technical specification section 800, 900 & 1200 for nominal mix 1:4:8 (One cement: Four sand: Eight graded crushed / broken stone aggregate 40 mm (forty milimetre) 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 etc. and as per the direction of Engineer-in-Charge. including carriage of material within all leads and lifts and other incidentals. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government.
Providing weep holes in brick masonry/stone masonry/plain or reinforced concrete abutment, wing wall, return wall with 100mm (one hundred millimetre) dia P.V.C. pipe extending through the full width of the structures with slope of I (v): 20(H) towards drainage face complete as per drawing and M.O.R.D.technical specification clauses 1206.6 and 709 including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect and as per the direction of Engineer-In-Charge. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government.
Providing and laying mechanically mixed and vibrated plain cement concrete in open foundation for all type of structure complete of plain cement concrete nominal mix 1:3:6 (one cement is to three sand is to six crushed stone aggregate 40mm (fourty millimetre) 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 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 and to the entire satisfaction and direction of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government.
Providing and laying mechanically mixed and vibrated plain cement concrete using grade M-15 ( M-fifteen) design mix with cement contents not less than 275 kg (two hundred seventy five kilogram) per cubic metre with crushed stone aggregate 40mm ( forty millimetre) nominal size) including curing complete for all heights/depths including the cost of form work in parapets & Other structure as per drawings and M.O.R.D. technical specification Clauses section 800, 900 and 1200, curing complete to the entire satisfaction and direction of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government.
Providing and laying rubble stone flooring incement mortar 1:3 (One cement into three sand) laid over cement concrete bedding complete as per darwing and M.O.R.D. Technical specification clause 1303 cement concrete bedding M-15 complete as per the direction of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government.
Providing and laying concrete craddle bedding with M-15 grade cement concrete as per clause 1105 (i) Type A bedding as per the direction of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government.
Filling in foundation and tranches earth marshy soil as per drawing and technical specification clause 305.3.9 as per the direction of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government.
Providing and laying ( to level or slope) 900mm dia (nine hundred millimetre) diameter reinforced cement concrete pipes IS Class NP-3 for culverts 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 hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government.
Providing and laying of boulder apron/Gabion walls laid in wire crates with 4 mm (Four millimetre) dia G.I. wire confirming to IS:280 and IS:4826 in 100mmx 100mm (Hundred into hundred millimetre) mesh woowen diagonally including 10% (Ten percent) extra for laps and joints with stone boulders weighting not less than 40 kg (Forty kilogram) each as per drawing and M.O.R.D. Technial specification section 1301 complete as per the direction of Engineer-in-Charge with in all leads and lifts including hauling /carriage of labour, equippments and materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government.
Providing and erecting "W" metal beam crash barrier comprising of 3mm (Three millimetre) thick corrugated sheet metal beam rail, 70 (seventy) centimetre above road/ground level, fixed on ISMC series channel vertical post 150x75x5mm (one hundred fifty into seventy five into five millimetre) spaced 2.0 (Two) metre centre to centre, 1.8 (one decimal eight) metre high, 1.1 (one decimal one) metre below ground/road level, all steel parts and fitment to be galvanised by hot dip process, all fittings to confirm to IS:1367 and IS:1364 metal beam rail to be fixed on the vertical post with a spacer of channel saction 150x75x5mm (one hundred fifty into seventy five into five millimetre)and 330mm (Three hundred thirty millimetre) long complete as per clause 811 confoming to MORT&H ( Ministry of Road Transport & Highways) specifications (Latest revision) and drawing including all fittings required for erection at road site of materials as per drawing attached.as per direction of Engineer in Charge including carriage of material within all leads and lifts and other incidentals.The rate is including Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government.
Providing and fixing of typical PMGSY informatory sign board with logo as per M.O.R.D. specification and drawing. Three MS plates of 1.6 mm ( one point six millimetre) thick top and middle plate duly welded with MS flat iron 25mmx5mm ( twenty five millimetre into five millimetre) size on back on edges. The lower plate will be welded with MS angle iron frame of 25mmx25mmx5mm (twenty five millimeter into twenty five millimetre into five millimeter). The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 Nos. ( Two Nos.) 75mmx75mm (seventy five millimeter into seventy five millimeters) of 12 SWG ( twelve standard wire gauge) sheet tubes posts duly embedded in cement concrete M-15 ( M fifteen) grade blocks of 450mmx450mmx600mm ( four hundred fifty millimeters into four hundred fifty millimeters into six hundred millimeters), 600mm ( six hundred millimeters) below ground level. The top most diamond plate will be welded to middle plate by 47mmx47mm ( forty seven millimeter into forty seven millimeters) of 12 SWG ( twelve standard wire gauge) steel plate tube. All MS will be stove enameled on both sides. Lettering and printing, arrows, borders etcetera 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 and M.O.R.D. technical specifications section 1700 including hauling/ carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete and as per direction of Engineer-In-Charge. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government.
Providing and fixing Reinforced cement concrete M-15 grade kilometre stone/ local stone of standard design as per IRC :8 (Eight) Fixing in position including painting and printing etcetera as per drawing and M.O.R.D. technical specification Clause 1703 (ordinary kilometre stone precast), including hauling/ carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete and as per direction of Engineer-In-Charge. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government.
Providing and fixing Reinforced cement concrete M-15 grade kilometre stone/ local stone of standard design as per IRC : 8 (Eight) Fixing in position including painting and printing etcetera as per drawing and M.O.R.D. technical specification Clause 1703 (200 metres ( two hundred) stone precast], including hauling/ carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete and as per direction of Engineer-In-Charge. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government.
Providing and fixing of semi reflective cautionary, mandatory and informatory sign 600 (Six hundred) millimetre equilateral triangle as per IRC:67 made of 1.5 mm (One decimal Five millimetre) thick MS sheet duly stove enamel white colour in front 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 of required shade and colour supported and welded on 47mm x 47mm x12(Forty seven into forty seven into twelve) SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450 x450 x 600 mm, (Four Hundred Fifty into Four Hundred fifty into Six Hundred millimeter), 600 mm (six Hundred millimeter) below ground level as per approved drawing and as per Technical specification section 1700 including hauling/ carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete and as per direction of Engineer-In-Charge. The rate is including Royality, Malkhana, Toll tax, Sale tax, GST or other taxes imposed by the Government.
Providing and fixing of semi reflective cautionary, mandatory and informatory sign 600 (Six hundred) millimetre circular as per IRC:67 made of 1.5 mm (One decimal Five millimetre) thick MS sheet duly stove enamel white colour in front 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 of required shade and colour supported and welded on 47mm x 47mm x12(Forty seven into forty seven into twelve) SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450 x450 x 600 mm, (Four Hundred Fifty into Four Hundred fifty into Six Hundred millimetre), 600 mm (six Hundred millimetre) below ground level as per approved drawing and as per Technical specification section 1700 including hauling/ carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete and as per direction of Engineer-In-Charge. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government.
Providing and erecting direction and place identification retro- reflectorised sign upto 0.90 squre metre as per IRC-67 mae of encapsulated lens type reflective sheeting vide clause 1701 fixws over aluminium sheeting, 2mm thick with area not exceeding 0.90 sqm supported on a mild steel single angle iron post 75x75x6mm firmly fixed to the ground by means of properly desinged foundation with M-15 grade nominal mix 1:2 1/2 :5 (One cement: two & half sand: five graded crushed stone aggregate 40mm nominal size) cement concrete 450x450x600mm, 600mm below ground level as per approved drawings and technaical specification section 1700 below ground level as per approved drawing and as per Technical specification clause 1700 including hauling/carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete and as per direction of Engineer-In-Charge. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government.
Providing and fixing Guard stone on curves made of reinforced cement concrete/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and M.O.R.D. technical specification Clause 1704 including hauling/ carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete and as per direction of Engineer-In-Charge. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government.
Painting line, dashes, arrows etc. on roads in two coats on new work with ready mixed road marking paint confirming to IS:164 on bitumenous/concrete surface including cleaning the sirface of all dirt, dust and other foreign matter, dearcation at site and traffic control as per drawing and M.O.R.D. technical specification Clause 1702 as per approved drawing including carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete and as per direction of Engineer-In-Charge. The rate is including Royality, Malkana, Toll tax, Sale tax, GST or other taxes imposed by the Government.
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