Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date9 Sep 2024
Closing Date17 Sep 2024
Tender AmountRefer Documents
Costs
EMD
₹ 1,79,011Document Cost
₹ 11,800Tender Fee
₹ 500
Summary
Adb-rai-(ii)-01.no-02 Works-alibag,murud-raigad(2nd Call)
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_MRRDA_1082326_1Bid Award Id
ViewTender No
MMGSY/Raigad/ADB/33/24-25Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://mahatenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
... More
A)In area of non-thorny jungle
0.62
-
-
... More
Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.
-
-
-
... More
A) Girth from 300 to 600 mm Lead Upto 100 m
5
-
-
... More
B) Girth from 600 to 900 mm Lead Upto 100 m
3
-
-
... More
Dismantling Stone Masonry as per Technical Specification Clause 202. (B) Rubble Stone Masonry in Cement Mortar Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
120.43
-
-
... More
Dismantling of Structures
(I) By Manual Means (B) Cement Concrete Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
3.06
-
-
... More
Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
6160.23
-
-
... More
Excavation in Ordinary Rock Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5
1582.57
-
-
... More
Excavation in Hard Rock (requiring blasting) with disposal upto 1000 m
Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5
395.64
-
-
... More
Construction of Embankment with Material Obtained from Roadway Cutting /shoulder 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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
2255.16
-
-
... More
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical specification 301.5
-
-
-
... More
For Lead Up To 1 KM
810.78
-
-
... More
For Lead Up To 5 KM
202.69
-
-
... More
Construction of earthen shoulders with approved material (Granular material having CBR more than 7) 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 Specification Clause 303.1.
-
-
-
... More
For Lead Up To 1 KM
2066.86
-
-
... More
For Lead Up To 5 KM
516.71
-
-
... More
Construction of gravel/soil-aggregate 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 Specifications Clause 401 (II) For Grading II Material
436.55
-
-
... More
Water Bound Macadam Sub-base/base (using stone screening) 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.
1167.22
-
-
... More
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Bitumen ( S- 65) 60/70- VG-30 @ 1.460 kg per One Square Meter Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, 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 either Type A as per Technical Specification Clause 508.
14821.88
-
-
... More
Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506
14821.88
-
-
... More
Tack Coat i) Prepared bituminous surface Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per One Square Meter on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
14821.88
-
-
... More
Seal Coat
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A as per Technical Specification Clause 510 Type A Bitumen ( S- 65) 60/70- VG-30
14821.88
-
-
... More
Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701
550
-
-
... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per One Square Meter area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete.
434
-
-
... More
Reinforced cement concrete M15 grade Kilometer 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
-
-
-
... More
Ordinary Kilometer stone (precast)
4
-
-
... More
200 m stone ( precast )
16
-
-
... More
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
386
-
-
... More
Painting Two coats including primer 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
224.82
-
-
... More
Providing and Fixing 'Logo' of MMGSY Project
Providing and fixing of typical MMGSY 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
2
-
-
... More
Providing and Fixing Citizen Information Board
Providing and fixing of typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500x1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60x60x75 cm size information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate tk. and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with redy mixed synthetic enamel paint of superiar quality in required shade and colours as mentioned in detailed drawing .All sections of framed postsand steel tube shall be paintedwith primer and two coat of epoxy paint as per drawing
3
-
-
... More
Traffic Signs Semi Reflective Traffic Signs Direction and Place Identification signs upto 0.9 One Square Meter size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick
M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s 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
4.5
-
-
... More
Traffic Signs
Semi Reflective Traffic Signs
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 Clause 1701.2.2
-
-
-
... More
600 mm Equilateral triangle
22
-
-
... More
600 x450 mm Reactangular
6
-
-
... More
600 mm Circular
4
-
-
... More
Excavation for Structures- Earthwork in excavation for structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling in trenches with approved material.
-
-
-
... More
I)Ordinary soil ( by mechanical means )
481.58
-
-
... More
2 Ordinary Rock
156.95
-
-
... More
3 Hard Rock (requiring blasing)
381.87
-
-
... More
4 Hard Rock (blasing prohibited)
181.32
-
-
... More
Removing all types of Hume pipes and Stacking with a lead of 1000 m including earthwork and Dismentaling of masonary work as per tech. specifications. Above 600 mm to 900 mm dia
90
-
-
... More
P.C.C grade M 10 Nominal mix 1:3:6 Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
63.48
-
-
... More
P.C.C grade M 15 Plain/reinforced cement concrete M 15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (P.C.C grade M 15) Nominal mix 1:2.5:5
684.28
-
-
... More
Providing and Laying Reinforced Cement Concrete Pipe NP2 600 mm Dia Providing and laying reinforced cement concrete pipe NP2 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.
15
-
-
... More
Providing and Laying Reinforced Cement Concrete Pipe NP3 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. 1000 MM DIA.
225
-
-
... More
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.
90
-
-
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
9.2
-
-
... More
Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard
markers, Object markers) 80 to 100 cm high above ground level, painted black and white
in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular
reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C.
79 and the drawings
20
-
-
... More
2.00. NH 04 khokari ekavara road(MRL-07)(VR-55) ,Taluka-Murud,District-Raigad.
-
-
-
... More
Clearing and Grubbing Road Land
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
-
-
-
... More
B)In area of thorny jungle
0.66
-
-
... More
A)In area of non-thorny jungle
0.44
-
-
... More
Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.
-
-
-
... More
A) Girth from 300 to 600 mm Lead Upto 100 m
5
-
-
... More
B) Girth from 600 to 900 mm Lead Upto 100 m
2
-
-
... More
Dismantling Stone Masonry as per Technical Specification Clause 202. (B) Rubble Stone Masonry in Cement Mortar Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
35.42
-
-
... More
Dismantling of Structures
(I) By Manual Means (B) Cement Concrete Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
0.9
-
-
... More
Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
4425.87
-
-
... More
Excavation in Ordinary Rock Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5
1135.62
-
-
... More
Excavation in Hard Rock (requiring blasting) with disposal upto 1000 m
Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5
283.9
-
-
... More
Excavation in Hard Rock (blasting prohibited)
Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5
283.9
-
-
... More
Construction of Embankment with Material Obtained from Roadway Cutting /shoulder 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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
766.54
-
-
... More
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical specification 301.5
-
-
-
... More
For Lead Up To 1 KM
789.02
-
-
... More
For Lead Up To 5 KM
197.26
-
-
... More
Construction of earthen shoulders with approved material (Granular material having CBR more than 7) 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 Specification Clause 303.1.
-
-
-
... More
For Lead Up To 1 KM
1099.98
-
-
... More
For Lead Up To 5 KM
275
-
-
... More
Construction of gravel/soil-aggregate 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 Specifications Clause 401 (II) For Grading II Material
53.02
-
-
... More
Water Bound Macadam Sub-base/base (using stone screening) 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.
682.48
-
-
... More
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Bitumen ( S- 65) 60/70- VG-30 @ 1.460 kg per One Square Meter Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, 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 either Type A as per Technical Specification Clause 508.
10442.25
-
-
... More
Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506
10442.25
-
-
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per One Square Meter on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
34442.5
-
-
... More
Tack Coat i) Prepared bituminous surface Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per One Square Meter on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
10442.25
-
-
... More
Seal Coat
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A as per Technical Specification Clause 510 Type A Bitumen ( S- 65) 60/70- VG-30
10442.25
-
-
... More
Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701
150
-
-
... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per One Square Meter area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete.
546
-
-
... More
Reinforced cement concrete M15 grade Kilometer 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
-
-
-
... More
Ordinary Kilometer stone (precast)
3
-
-
... More
200 m stone ( precast )
12
-
-
... More
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
272
-
-
... More
Painting Two coats including primer 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
53.8
-
-
... More
Providing and Fixing 'Logo' of MMGSY Project
Providing and fixing of typical MMGSY 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
2
-
-
... More
Providing and Fixing Citizen Information Board
Providing and fixing of typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500x1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60x60x75 cm size information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate tk. and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with redy mixed synthetic enamel paint of superiar quality in required shade and colours as mentioned in detailed drawing .All sections of framed postsand steel tube shall be paintedwith primer and two coat of epoxy paint as per drawing
3
-
-
... More
Traffic Signs Semi Reflective Traffic Signs Direction and Place Identification signs upto 0.9 One Square Meter size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick
M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s 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
2.7
-
-
... More
Traffic Signs
Semi Reflective Traffic Signs
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 Clause 1701.2.2
-
-
-
... More
600 mm Equilateral triangle
14
-
-
... More
600 x450 mm Reactangular
4
-
-
... More
600 mm Circular
4
-
-
... More
Excavation for Structures- Earthwork in excavation for structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling in trenches with approved material.
-
-
-
... More
I)Ordinary soil ( by mechanical means )
298.68
-
-
... More
2 Ordinary Rock
15.11
-
-
... More
3 Hard Rock (requiring blasing)
60.44
-
-
... More
4 Hard Rock (blasing prohibited)
60.44
-
-
... More
Removing all types of Hume pipes and Stacking with a lead of 1000 m including earthwork and Dismentaling of masonary work as per tech. specifications. Above 600 mm to 900 mm dia
22.5
-
-
... More
P.C.C grade M 10 Nominal mix 1:3:6 Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
47.67
-
-
... More
P.C.C grade M 15 Plain/reinforced cement concrete M 15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (P.C.C grade M 15) Nominal mix 1:2.5:5
588.86
-
-
... More
Providing and Laying Reinforced Cement Concrete Pipe NP2 600 mm Dia Providing and laying reinforced cement concrete pipe NP2 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.
70
-
-
... More
Providing and Laying Reinforced Cement Concrete Pipe NP3 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. 1000 MM DIA.
52.5
-
-
... More
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.
252
-
-
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
16.1
-
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Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard
markers, Object markers) 80 to 100 cm high above ground level, painted black and white
in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular
reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C.
79 and the drawings
30
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