Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Eprocure
Opening Date
11 Jun 2019Closing Date
20 Jun 2019Tender Amount
₹ 6,84,01,000Costs
EMD
₹ 6,84,010Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Upgradation / Improvement And Five Year Routine Maintenance Adb-rat-01tal-mandangad Dist-ratnagiri
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
2019_MMGSY_447989_1Tender No
6/19-20/ADB/KON/RAT3rdCallTender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en/
GEM & Bid Advisory Services
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Documents
BOQ Items
A)In area of non-thorny jungle
0.44
-
-
B)In area of thorny jungle
0.3
-
-
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
5954.62
-
-
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
1832.19
-
-
Excavation in hard rock ( Controlled blasting) with disposal upto 1000m.Excavation for roadway in hard rock with controlled blasting by drilling blasting and breaking trimming of bottom and side slopes in accordance with requirements of lines grades and cross sectiond 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
100
-
-
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
1374.14
-
-
Construction of Embankment with Material Obtained from Roadway Cutting
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
7008.13
-
-
Construction of Embankment with Material Obtained from Borrow Pits 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 with vibratory roller to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m including all leads & lifts as per Technical specification 301.5
100
-
-
Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
233.26
-
-
Removing / Shifting or Raising of LT and HT Lines as the case may be including providing & fixing new PSC Pole or RSJ Pole of appropriate height and strangth as per Standerd Including Neccesary arrangement for pole, stay set, stay wire , stay insulator, shacle insulator at bobbine MS Clamp, MS Plate, MS Angle, GI Nuts Bolt, Concreting and Muffing of Poles and stay AAC Ant for Phase, LT / HT Earthing Set, Spaces, clampes , Shacles Etc. Rate is inclusive of all types of charges & materials transportatiion contiugencies, T & P, Supervision charges, Taxes, Contractor Profit , Statutary payments for shut down, security insurance , price escalation , scrap value , labour for the rectificatiopn The old Lines , Traffic Arrangement, Lighting Arrangement During Night, Complete in all respects. ( Note :- Electrical Pole Shiftting Payment Shall be made as per Quatation received by MSEDCL Department or Maximum upto Amount included in BOQ which ever is less) Shifting of electric Line pole (payment as per estimate received from MSEDCL)
1
-
-
Dismantling Stone Masonry as per Technical Specification Clause 202. Dry Rubble Masonary
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Rubble Stone Masonry in Cement Mortar
119.25
-
-
Dismantling of Structures 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 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.
63.77
-
-
Dismantling of Structures 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.
1.62
-
-
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 Hume pipe
45
-
-
Bill No. 2 Pavement Works (GSB, WBM, Bituminous Works)
-
-
-
Granular sub-base with Well Graded Material(Table 400.1) Construction of granual sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory wheel roller to achieve the desired density, complete as per Technical Specifications Clause 401 For Grading II Material
320.26
-
-
WBM Grading 2 Water Bound Macadam Sub-base/base (using stone screening) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. BY MECHANICAL MEANS
427.28
-
-
Tack Coat 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 sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
5697
-
-
Modified Penetration Macadam 50 mm thick Bitumen (S-65) 60/70- VG-30
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
5697
-
-
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Bitumen ( S- 65) 60/70- VG-30 @ 1.460 kg per sqm 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.
5697
-
-
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
5697
-
-
Bill No. 3 Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works
-
-
-
Excavation for Structures in Soft Soil Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
974.97
-
-
Providing and Laying Reinforced Cement Concrete Pipe NP3 1000 mm dia 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.
82.5
-
-
Providing and Laying Reinforced Cement Concrete Pipe NP2 600 mm dia Providing and laying Cement concrete pipe NP2 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets. Clause 1106.
25
-
-
Providing concrete for plain concrete in open foundation complete as per drawing and technical specifications clause 802, 803, 1202 & 1203 PCC grade M 10
75.56
-
-
Providing cement concrete M-15 in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 & 1203
364.5
-
-
P.C.C grade M 15 Plain / reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802, 804,805,806,807,1202, & 1204 PCC grade M15
221.98
-
-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
270
-
-
Rubble soling
Filling the trench as per drawing and technical specification clause 305.3.9
49.79
-
-
Dry rubble stone masanary Providing dry trap rubble stone masonary with lead and lift including conveying all material and royalty charges etc. complete
-
-
-
A ) With available material
119.25
-
-
B) With New material
159
-
-
Providing laterite stone masonry in cement mortar 1:6 in foundation and plinth including striking joints on the unexposed faces and watering complet
16.56
-
-
Bill No. 4 Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture
-
-
-
Boundary Pillar / Guard Stone
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
74
-
-
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
-
-
-
Ordinary Kilometer stone (precast)
2
-
-
200 m stone ( precast )
8
-
-
Providing and Fixing 'Logo' of PMGSY 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
-
-
Providing and Fixing Citizen Information Board
Providing and fixing of typical PMGSY 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
2
-
-
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
-
-
-
900 MM Equilateral Triangle
3
-
-
600 MM Equilateral Triangle
3
-
-
600 mm circular
3
-
-
900 X 600 Rectangular
2
-
-
600 X 450 mm Rectangular
2
-
-
600 X 600 mm Sqaure
3
-
-
Printing New Letters and Figures of any Shade
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
2535
-
-
Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
20
-
-
Direction and Place Identification signs upto 0.9 sqm 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
-
-
Cat eye
supplying and fixing of moulded shank raised pavement markars / cat eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordence to ASTM D 4280 type H and complying specification of category A of Morth circular No RW/NH/33023/10-97 DO III DT 11.06.1997
32
-
-
Construction of Rounded Hump Type Speed Breaker as per IRC : 99 (1988) for general traffic as per specification, including painting, fixing cautionery boards etc. complete and as directed by Engineer-in-Charge.
3
-
-
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
5.87
-
-
Name of work-Upgradation/Improvement and five year routine maintenance B)LATWAN BOUDHWADIRoad,Km.0/0 to 0/600,Block-Mandangad,Dist-ratnagiri.
-
-
-
Bill No. 1 Site Clearance, Dismantling and Earth Works
-
-
-
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.
-
-
-
A)In area of non-thorny jungle
0.14
-
-
B)In area of thorny jungle
0.1
-
-
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
408.61
-
-
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
145.93
-
-
Excavation in hard rock ( Controlled blasting) with disposal upto 1000m.Excavation for roadway in hard rock with controlled blasting by drilling blasting and breaking trimming of bottom and side slopes in accordance with requirements of lines grades and cross sectiond 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
50
-
-
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
29.19
-
-
Construction of Embankment with Material Obtained from Roadway Cutting
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
443.63
-
-
Construction of Embankment with Material Obtained from Borrow Pits 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 with vibratory roller to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m including all leads & lifts as per Technical specification 301.5
50
-
-
Construction of earthen shoulders with Material OBTAINED FROM BORROW PITS 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 laed upto 1000m as per Technical Specification Clause 303.1.
99.68
-
-
Shifting of water supply Line (payment as per estimate received from ZP)
2
-
-
Dismantling Stone Masonry as per Technical Specification Clause 202. Dry Rubble Masonary
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (B)Rubble Stone Masonry in Cement Mortar (Item No 2.7)
47.7
-
-
Dismantling of Structures 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 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.
20.07
-
-
Dismantling of Structures 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.
0.51
-
-
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.
(B) Above 600 mm to 900 mm dia Hume pipe
15
-
-
Bill No. 2 Pavement Works (GSB, WBM, Bituminous Works)
-
-
-
Granular sub-base with Well Graded Material(Table 400.1) Construction of granual sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory wheel roller to achieve the desired density, complete as per Technical Specifications Clause 401 For Grading II Material
13.48
-
-
WBM Grading 2 Water Bound Macadam Sub-base/base (using stone screening) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. BY MECHANICAL MEANS
138.38
-
-
Tack Coat 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 sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
1845
-
-
Modified Penetration Macadam 50 mm thick Bitumen (S-65) 60/70- VG-30
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
1845
-
-
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Bitumen ( S- 65) 60/70- VG-30 @ 1.460 kg per sqm 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.
1845
-
-
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
1845
-
-
Bill No. 3 Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works
-
-
-
Excavation for Structures in Soft Soil Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
377
-
-
Rubble soling
Filling the trench as per drawing and technical specification clause 305.3.9
27.63
-
-
Providing and Laying Reinforced Cement Concrete Pipe NP3 1000 mm dia 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.
45
-
-
Providing and Laying Reinforced Cement Concrete Pipe NP2 600 mm dia Providing and laying Cement concrete pipe NP2 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets. Clause 1106.
30
-
-
Providing and Laying Reinforced Cement Concrete Pipe NP 3 600 mm dia Providing and laying Cement concrete pipe NP2 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets. Clause 1106.
15
-
-
Providing concrete for plain concrete in open foundation complete as per drawing and technical specifications clause 802, 803, 1202 & 1203 PCC grade M 10
23.27
-
-
P.C.C grade M 15 Plain / reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802, 804,805,806,807,1202, & 1204 PCC grade M15
67.5
-
-
Providing cement concrete M-15 in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 & 1203
122.62
-
-
Dry rubble stone masanary Providing dry trap rubble stone masonary with lead and lift including conveying all material and royalty charges etc. complete
-
-
-
A ) With available material
47.7
-
-
B) With New material
159
-
-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
50
-
-
Bill No. 4 Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture
-
-
-
Boundary Pillar / Guard Stone
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
24
-
-
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
-
-
-
Ordinary Kilometer stone (precast)
1
-
-
200 m stone ( precast )
3
-
-
Providing and Fixing 'Logo' of PMGSY 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
-
-
Providing and Fixing Citizen Information Board
Providing and fixing of typical PMGSY 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
2
-
-
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
-
-
-
900 MM Equilateral Triangle
3
-
-
600 MM Equilateral Triangle
3
-
-
600 mm circular
2
-
-
900 X 600 Rectangular
2
-
-
600 X 450 mm Rectangular
2
-
-
600 X 600 mm Sqaure
2
-
-
Printing New Letters and Figures of any Shade
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
1160
-
-
Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
20
-
-
Direction and Place Identification signs upto 0.9 sqm 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
3.6
-
-
Cat eye
supplying and fixing of moulded shank raised pavement markars / cat eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordence to ASTM D 4280 type H and complying specification of category A of Morth circular No RW/NH/33023/10-97 DO III DT 11.06.1997
16
-
-
Construction of Rounded Hump Type Speed Breaker as per IRC : 99 (1988) for general traffic as per specification, including painting, fixing cautionery boards etc. complete and as directed by Engineer-in-Charge.
4
-
-
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
5.87
-
-
Name of work-Upgradation/Improvement and five year routine maintenance C)Latvan Pimpalgaon Manchekarwadi Road,Km.0/0 to 2/600,Block-Mandangad,Dist-ratnagiri.
-
-
-
Bill No. 1 Site Clearance, Dismantling and Earth Works
-
-
-
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.
-
-
-
A)In area of non-thorny jungle
0.62
-
-
B)In area of thorny jungle
0.42
-
-
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
1608
-
-
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
556.61
-
-
Excavation in Hard Rock (requiring blasting) 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
6.18
-
-
Excavation in hard rock ( Controlled blasting) with disposal upto 1000m.Excavation for roadway in hard rock with controlled blasting by drilling blasting and breaking trimming of bottom and side slopes in accordance with requirements of lines grades and cross sectiond 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
6.18
-
-
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
296.86
-
-
Construction of Embankment with Material Obtained from Roadway Cutting
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
1123.24
-
-
Construction of earthen shoulders With Material Obtained from Borrow Pits 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 lead upto 1000m as per Technical Specification Clause 303.1.
555
-
-
Shifting of water supply Line (payment as per estimate received from ZP)
1
-
-
Dismantling Stone Masonry as per Technical Specification Clause 202. Dry Rubble Masonary
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (B)Rubble Stone Masonry in Cement Mortar (Item No 2.7)
9.54
-
-
Dismantling of Structures 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 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.
111
-
-
Dismantling of Structures 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.
2.82
-
-
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 Hume pipe
75
-
-
Bill No. 2 Pavement Works (GSB, WBM, Bituminous Works)
-
-
-
Granular sub-base with Well Graded Material(Table 400.1) Construction of granual sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory wheel roller to achieve the desired density, complete as per Technical Specifications Clause 401 For Grading II Material
363.66
-
-
WBM Grading 2 Water Bound Macadam Sub-base/base (using stone screening) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. BY MECHANICAL MEANS
132.47
-
-
Tack Coat 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 sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
8651.25
-
-
Modified Penetration Macadam 50 mm thick Bitumen (S-65) 60/70- VG-30
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
8651.25
-
-
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Bitumen ( S- 65) 60/70- VG-30 @ 1.460 kg per sqm 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.
8651.25
-
-
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
8651.25
-
-
DLC Construction of dry lean cement concrete Sub-Base over a prepared Sub-grade with coarse and fine aggregate conforming to IS:383,the size of coarse aggregate not exceeding 25mm,cement content not to be less then 150kg/cum,optimum moisture content to be determined during trial length construction , concrete strength not to be less then 10 Mpa at 7day ,mixed in a batching plant/ Weight batch mixer,transported to site with all leads and lifts,laid with a paver with electronic sensor / by suitable means as approved by Engineer-in-charges,compacting with vibratory roller ,finishing,curing and including preparation of Sub-grade Surface if required etc.complete
131.25
-
-
CC Pavement Cement Concrete Pavement. Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork ( steel channel, laying and fixing of 125 micron thick polythene 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 compoun ( where specified ) and water finishing to lines and grade as per drawing and Tchnical Specification Clauses 1501
262.5
-
-
Bill No. 3 Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works
-
-
-
Excavation for Structures in Soft Soil Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
1473.67
-
-
Rubble soling
Filling the trench as per drawing and technical specification clause 305.3.9
93.61
-
-
Providing and Laying Reinforced Cement Concrete Pipe NP3 1000 mm dia 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.
142.5
-
-
Providing and Laying Reinforced Cement Concrete Pipe NP2 600 mm dia Providing and laying Cement concrete pipe NP2 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets. Clause 1106.
25
-
-
Providing and Laying Reinforced Cement Concrete Pipe NP 3 600 mm dia Providing and laying Cement concrete pipe NP2 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets. Clause 1106.
37.5
-
-
Providing concrete for plain concrete in open foundation complete as per drawing and technical specifications clause 802, 803, 1202 & 1203 PCC grade M 10
110.6
-
-
P.C.C grade M 15 Plain / reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802, 804,805,806,807,1202, & 1204 PCC grade M15
383.12
-
-
Providing cement concrete M-15 in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 & 1203
408.75
-
-
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 M-20
40.5
-
-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
275
-
-
Dry rubble stone masanary Providing dry trap rubble stone masonary with lead and lift including conveying all material and royalty charges etc. complete
-
-
-
A ) With available material
7.16
-
-
B) With New material
31.8
-
-
Providing laterite stone masonry in cement mortar 1:6 in foundation and plinth including striking joints on the unexposed faces and watering complet
16.56
-
-
Supplying, fitting and placingTMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
0.9
-
-
Supplying, fitting and placingTMT bar reinforcement in Superstructrue complete as per drawings and technical specification Clauses 1002,1010,1202
2.34
-
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/Boulder
20.7
-
-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
13.5
-
-
Bill No. 4 Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture
-
-
-
Boundary Pillar / Guard Stone
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
104
-
-
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
-
-
-
Ordinary Kilometer stone (precast)
4
-
-
200 m stone ( precast )
12
-
-
Providing and Fixing 'Logo' of PMGSY 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
-
-
Providing and Fixing Citizen Information Board
Providing and fixing of typical PMGSY 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
-
-
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
-
-
-
900 MM Equilateral Triangle
8
-
-
600 MM Equilateral Triangle
8
-
-
600 mm circular
8
-
-
900 X 600 Rectangular
4
-
-
600 X 450 mm Rectangular
4
-
-
600 X 600 mm Sqaure
8
-
-
Printing New Letters and Figures of any Shade
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
3360
-
-
Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
20
-
-
Direction and Place Identification signs upto 0.9 sqm 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
7.2
-
-
Cat eye
supplying and fixing of moulded shank raised pavement markars / cat eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordence to ASTM D 4280 type H and complying specification of category A of Morth circular No RW/NH/33023/10-97 DO III DT 11.06.1997
32
-
-
Construction of Rounded Hump Type Speed Breaker as per IRC : 99 (1988) for general traffic as per specification, including painting, fixing cautionery boards etc. complete and as directed by Engineer-in-Charge.
4
-
-
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
5.87
-
-
Name of work-Upgradation/Improvement and five year routine maintenance D)MDR-15 to Keril Gaothan Road,Km.0/00 to 1/000,Block-Mandangad,Dist-ratnagiri.
-
-
-
Bill No. 1 Site Clearance, Dismantling and Earth Works
-
-
-
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.
-
-
-
A)In area of non-thorny jungle
0.24
-
-
B)In area of thorny jungle
0.16
-
-
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
847.13
-
-
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
416.5
-
-
Excavation in Hard Rock (requiring blasting) 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
3.53
-
-
Excavation in hard rock ( Controlled blasting) with disposal upto 1000m.Excavation for roadway in hard rock with controlled blasting by drilling blasting and breaking trimming of bottom and side slopes in accordance with requirements of lines grades and cross sectiond 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
3.53
-
-
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
141.19
-
-
Construction of Embankment with Material Obtained from Roadway Cutting
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
1137.27
-
-
Construction of Embankment with Material Obtained from Borrow Pits 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 with vibratory roller to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m including all leads & lifts as per Technical specification 301.5
787.32
-
-
Construction of earthen shoulders With Material Obtained from Borrow Pits 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 lead upto 1000m as per Technical Specification Clause 303.1.
694.72
-
-
Shifting of water supply Line (payment as per estimate received from ZP)
1
-
-
Dismantling Stone Masonry as per Technical Specification Clause 202. Dry Rubble Masonary
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Rubble Stone Masonry in Cement Mortar (Item No 2.7)
9.54
-
-
Dismantling of Structures 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 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.
35.42
-
-
Dismantling of Structures 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
-
-
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 Hume pipe
22.5
-
-
Bill No. 2 Pavement Works (GSB, WBM, Bituminous Works)
-
-
-
Granular sub-base with Well Graded Material(Table 400.1) 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 401For Grading II Material
182.04
-
-
WBM Grading 2 Water Bound Macadam Sub-base/base (using stone screening) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. BY MECHANICAL MEANS
234.97
-
-
Tack Coat 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 sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
3105
-
-
Modified Penetration Macadam 50 mm thick Bitumen (S-65) 60/70- VG-30
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
3105
-
-
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Bitumen ( S- 65) 60/70- VG-30 @ 1.460 kg per sqm 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.
3105
-
-
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
3105
-
-
Bill No. 3 Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works
-
-
-
Excavation for Structures in Soft Soil Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
617.03
-
-
Rubble soling
Filling the trench as per drawing and technical specification clause 305.3.9
20.24
-
-
Providing and Laying Reinforced Cement Concrete Pipe NP3 1000 mm dia 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.
30
-
-
Providing and Laying Reinforced Cement Concrete Pipe NP2 600 mm dia Providing and laying Cement concrete pipe NP2 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets. Clause 1106.
25
-
-
Providing concrete for plain concrete in open foundation complete as per drawing and technical specifications clause 802, 803, 1202 & 1203 PCC grade M 10
58.28
-
-
P.C.C grade M 15 Plain / reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802, 804,805,806,807,1202, & 1204 PCC grade M15
218.7
-
-
Providing cement concrete M-15 in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 & 1203
85.03
-
-
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 M-20
69.75
-
-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
180
-
-
Dry rubble stone masanary Providing dry trap rubble stone masonary with lead and lift including conveying all material and royalty charges etc. complete
-
-
-
A ) With available material
57.24
-
-
B) With New material
76.32
-
-
Providing laterite stone masonry in cement mortar 1:6 in foundation and plinth including striking joints on the unexposed faces and watering complet
16.56
-
-
Supplying, fitting and placingTMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
1.8
-
-
Supplying, fitting and placingTMT bar reinforcement in Superstructrue complete as per drawings and technical specification Clauses 1002,1010,1202
3.78
-
-
Bill No. 4 Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture
-
-
-
Boundary Pillar / Guard Stone
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
40
-
-
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
-
-
-
Ordinary Kilometer stone (precast)
1
-
-
200 m stone ( precast )
5
-
-
Providing and Fixing 'Logo' of PMGSY 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
-
-
Providing and Fixing Citizen Information Board
Providing and fixing of typical PMGSY 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
2
-
-
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
-
-
-
900 MM Equilateral Triangle
6
-
-
600 MM Equilateral Triangle
6
-
-
600 mm circular
6
-
-
900 X 600 Rectangular
4
-
-
600 X 450 mm Rectangular
4
-
-
600 X 600 mm Sqaure
6
-
-
Printing New Letters and Figures of any Shade
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
1000
-
-
Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
20
-
-
Direction and Place Identification signs upto 0.9 sqm 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
7.2
-
-
Cat eye
supplying and fixing of moulded shank raised pavement markars / cat eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordence to ASTM D 4280 type H and complying specification of category A of Morth circular No RW/NH/33023/10-97 DO III DT 11.06.1997
32
-
-
Construction of Rounded Hump Type Speed Breaker as per IRC : 99 (1988) for general traffic as per specification, including painting, fixing cautionery boards etc. complete and as directed by Engineer-in-Charge.
4
-
-
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
5.87
-
-
Name of work-Upgradation/Improvement and five year routine maintenance E) Shenale Bolandewadi Road,Km.0/0 to 0/500,Block-Mandangadr,Dist-ratnagiri.
-
-
-
Bill No. 1 Site Clearance, Dismantling and Earth Works
-
-
-
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.
-
-
-
A)In area of non-thorny jungle
0.12
-
-
B)In area of thorny jungle
0.08
-
-
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.
-
-
-
A) Girth from 300 to 600 mm Lead Upto 100 m
6
-
-
A) Girth from 600 to 900 mm Lead Upto 100 m
1
-
-
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
210.71
-
-
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
99.16
-
-
Excavation in Hard Rock (requiring blasting) 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
0.83
-
-
Excavation in hard rock ( Controlled blasting) with disposal upto 1000m.Excavation for roadway in hard rock with controlled blasting by drilling blasting and breaking trimming of bottom and side slopes in accordance with requirements of lines grades and cross sectiond 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
3.31
-
-
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
16.53
-
-
Construction of Embankment with Material Obtained from Roadway Cutting
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
278.88
-
-
Construction of Embankment with Material Obtained from Borrow Pits 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 with vibratory roller to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m including all leads & lifts as per Technical specification 301.5
2744.21
-
-
Construction of earthen shoulders With Material Obtained from Borrow Pits 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 lead upto 1000m as per Technical Specification Clause 303.1.
413.54
-
-
Removing / Shifting or Raising of LT and HT Lines as the case may be including providing & fixing new PSC Pole or RSJ Pole of appropriate height and strangth as per Standerd Including Neccesary arrangement for pole, stay set, stay wire , stay insulator, shacle insulator at bobbine MS Clamp, MS Plate, MS Angle, GI Nuts Bolt, Concreting and Muffing of Poles and stay AAC Ant for Phase, LT / HT Earthing Set, Spaces, clampes , Shacles Etc. Rate is inclusive of all types of charges & materials transportatiion contiugencies, T & P, Supervision charges, Taxes, Contractor Profit , Statutary payments for shut down, security insurance , price escalation , scrap value , labour for the rectificatiopn The old Lines , Traffic Arrangement, Lighting Arrangement During Night, Complete in all respects. ( Note :- Electrical Pole Shiftting Payment Shall be made as per Quatation received by MSEDCL Department or Maximum upto Amount included in BOQ which ever is less) Shifting of electric Line pole (payment as per estimate received from MSEDCL)
2
-
-
Dismantling Stone Masonry as per Technical Specification Clause 202. Dry Rubble Masonary
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Rubble Stone Masonry in Cement Mortar
104.94
-
-
Dismantling of Structures (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 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.
10.95
-
-
Dismantling of Structures 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.
0.3
-
-
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.
(B) Above 600 mm to 900 mm dia Hume pipe
7.5
-
-
Bill No. 2 Pavement Works (GSB, WBM, Bituminous Works)
-
-
-
Granular sub-base with Well Graded Material(Table 400.1) Construction of granual sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory wheel roller to achieve the desired density, complete as per Technical Specifications Clause 401 For Grading II Material
169.91
-
-
WBM Grading 2 Water Bound Macadam Sub-base/base (using stone screening) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. BY MECHANICAL MEANS
118.14
-
-
Tack Coat 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 sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
1575
-
-
Modified Penetration Macadam 50 mm thick Bitumen (S-65) 60/70- VG-30
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
1575
-
-
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Bitumen ( S- 65) 60/70- VG-30 @ 1.460 kg per sqm 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.
1575
-
-
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
1575
-
-
Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
7.03
-
-
Bill No. 3 Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works
-
-
-
Excavation for Structures in Soft Soil Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
617.79
-
-
Rubble soling
Filling the trench as per drawing and technical specification clause 305.3.9
16.39
-
-
Providing and Laying Reinforced Cement Concrete Pipe NP3 1000 mm dia 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.
25
-
-
Providing and Laying Reinforced Cement Concrete Pipe NP2 600 mm dia Providing and laying Cement concrete pipe NP2 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets. Clause 1106.
5
-
-
Providing concrete for plain concrete in open foundation complete as per drawing and technical specifications clause 802, 803, 1202 & 1203 PCC grade M 10
213.71
-
-
P.C.C grade M 15 Plain / reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802, 804,805,806,807,1202, & 1204 PCC grade M15
64.44
-
-
Providing cement concrete M-15 in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 & 1203
336.83
-
-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
195
-
-
Dry rubble stone masanary Providing dry trap rubble stone masonary with lead and lift including conveying all material and royalty charges etc. complete
-
-
-
A ) With available material
78.71
-
-
B) With New material
104.94
-
-
Providing laterite stone masonry in cement mortar 1:6 in foundation and plinth including striking joints on the unexposed faces and watering complet
8.28
-
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/Boulder
91.08
-
-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
59.4
-
-
Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
7.03
-
-
Supplying, fitting, and placing TMT bar reinforcement SAIL/TATA/JINDAL/RINL/ELECTRATERM or equivalent in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
0.27
-
-
Bill No. 4 Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture
-
-
-
Boundary Pillar / Guard Stone
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
20
-
-
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
-
-
-
Ordinary Kilometer stone (precast)
1
-
-
200 m stone ( precast )
2
-
-
Providing and Fixing 'Logo' of PMGSY 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
-
-
Providing and Fixing Citizen Information Board
Providing and fixing of typical PMGSY 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
2
-
-
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
-
-
-
900 MM Equilateral Triangle
4
-
-
600 MM Equilateral Triangle
4
-
-
600 mm circular
4
-
-
900 X 600 Rectangular
2
-
-
600 X 450 mm Rectangular
2
-
-
600 X 600 mm Sqaure
4
-
-
Printing New Letters and Figures of any Shade
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
1050
-
-
Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
20
-
-
Direction and Place Identification signs upto 0.9 sqm 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
7.2
-
-
Cat eye
supplying and fixing of moulded shank raised pavement markars / cat eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordence to ASTM D 4280 type H and complying specification of category A of Morth circular No RW/NH/33023/10-97 DO III DT 11.06.1997
12
-
-
Metal Beam Crash Barrier (Providing and erecting a Thrie " metal beam crash barrier of 3 mm thick corrugated sheet metal beam rail, 85 cm above road /ground level, fixed on ISMC series channel vertical post , 150X75X5 mm spaced 2 m centre to centre , 2 m high with 1.15 m below ground level, all steel parts and titments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 X 75 X 5 mm, 546 mm long complete as per clause 810)"
50
-
-
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
5.87
-
-
Name of work-Upgradation/Improvement and five year routine maintenance F) SH 137 to Jambhulnagar to Kambalewadi Ghodemal Road,Km.0/500 to 1/000,Block-Mandangad,Dist-ratnagiri.
-
-
-
Bill No. 1 Site Clearance, Dismantling and Earth Works
-
-
-
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.
-
-
-
A)In area of non-thorny jungle
0.12
-
-
B)In area of thorny jungle
0.08
-
-
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
659.85
-
-
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
307.93
-
-
Excavation in Hard Rock (requiring blasting) 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
8.25
-
-
Excavation in hard rock ( Controlled blasting) with disposal upto 1000m.Excavation for roadway in hard rock with controlled blasting by drilling blasting and breaking trimming of bottom and side slopes in accordance with requirements of lines grades and cross sectiond 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
11
-
-
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
109.98
-
-
Construction of Embankment with Material Obtained from Roadway Cutting
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
788.33
-
-
Dismantling Stone Masonry as per Technical Specification Clause 202. Dry Rubble Masonary
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Rubble Stone Masonry in Cement Mortar (Item No 2.7)
47.7
-
-
Construction of Embankment with Material Obtained from Borrow Pits 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 with vibratory roller to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m including all leads & lifts as per Technical specification 301.5
50
-
-
Bill No. 2 Pavement Works (GSB, WBM, Bituminous Works)
-
-
-
Granular sub-base with Well Graded Material(Table 400.1) Construction of granual sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory wheel roller to achieve the desired density, complete as per Technical Specifications Clause 401 For Grading II Material
222.33
-
-
WBM Grading 2 Water Bound Macadam Sub-base/base (using stone screening) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. BY MECHANICAL MEANS
121.51
-
-
Tack Coat 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 sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
1575
-
-
Modified Penetration Macadam 50 mm thick Bitumen (S-65) 60/70- VG-30
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
1575
-
-
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Bitumen ( S- 65) 60/70- VG-30 @ 1.460 kg per sqm 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.
1575
-
-
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
1575
-
-
Bill No. 3 Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works
-
-
-
Excavation for Structures in Soft Soil Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
318.53
-
-
Rubble soling
Filling the trench as per drawing and technical specification clause 305.3.9
21.85
-
-
Providing and Laying Reinforced Cement Concrete Pipe NP3 1000 mm dia 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.
30
-
-
Providing and Laying Reinforced Cement Concrete Pipe NP2 600 mm dia Providing and laying Cement concrete pipe NP2 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets. Clause 1106.
25
-
-
Providing concrete for plain concrete in open foundation complete as per drawing and technical specifications clause 802, 803, 1202 & 1203 PCC grade M 10
19.36
-
-
P.C.C grade M 15 Plain / reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802, 804,805,806,807,1202, & 1204 PCC grade M15
67.5
-
-
Providing cement concrete M-15 in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 & 1203
85.03
-
-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
50
-
-
Dry rubble stone masanary Providing dry trap rubble stone masonary with lead and lift including conveying all material and royalty charges etc. complete
-
-
-
A ) With available material
35.78
-
-
B) With New material
47.7
-
-
Providing laterite stone masonry in cement mortar 1:6 in foundation and plinth including striking joints on the unexposed faces and watering complet
16.56
-
-
Bill No. 4 Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture
-
-
-
Boundary Pillar / Guard Stone
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
20
-
-
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
-
-
-
Ordinary Kilometer stone (precast)
1
-
-
200 m stone ( precast )
3
-
-
Providing and Fixing 'Logo' of PMGSY 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
-
-
Providing and Fixing Citizen Information Board
Providing and fixing of typical PMGSY 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
2
-
-
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
-
-
-
900 MM Equilateral Triangle
4
-
-
600 MM Equilateral Triangle
4
-
-
600 mm circular
4
-
-
900 X 600 Rectangular
2
-
-
600 X 450 mm Rectangular
2
-
-
600 X 600 mm Sqaure
4
-
-
Printing New Letters and Figures of any Shade
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
1050
-
-
Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
20
-
-
Direction and Place Identification signs upto 0.9 sqm 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
3.6
-
-
Cat eye
supplying and fixing of moulded shank raised pavement markars / cat eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordence to ASTM D 4280 type H and complying specification of category A of Morth circular No RW/NH/33023/10-97 DO III DT 11.06.1997
16
-
-
Construction of Rounded Hump Type Speed Breaker as per IRC : 99 (1988) for general traffic as per specification, including painting, fixing cautionery boards etc. complete and as directed by Engineer-in-Charge.
3
-
-
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
5.87
-
-
Name of work-Upgradation/Improvement and five year routine maintenance G) Mhapral Banderwadi Road,Km. 0/400 to 9/000,Block-Mandangad,Dist-ratnagiri.
-
-
-
Bill No. 1 Site Clearance, Dismantling and Earth Works
-
-
-
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.
-
-
-
A)In area of non-thorny jungle
0.12
-
-
B)In area of thorny jungle
0.08
-
-
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.
-
-
-
A) Girth from 300 to 600 mm Lead Upto 100 m
4
-
-
Compacting Original Ground Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
45
-
-
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
192.8
-
-
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
87.5
-
-
Excavation in Hard Rock (requiring blasting) 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
0.74
-
-
Excavation in hard rock ( Controlled blasting) with disposal upto 1000m.Excavation for roadway in hard rock with controlled blasting by drilling blasting and breaking trimming of bottom and side slopes in accordance with requirements of lines grades and cross sectiond 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
0.74
-
-
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
14.83
-
-
Construction of Embankment with Material Obtained from Roadway Cutting
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
252.27
-
-
Construction of Embankment with Material Obtained from Borrow Pits 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 with vibratory roller to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m including all leads & lifts as per Technical specification 301.5
56.91
-
-
Construction of earthen shoulders With Material Obtained from Borrow Pits 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 lead upto 1000m as per Technical Specification Clause 303.1.
211.96
-
-
Removing / Shifting or Raising of LT and HT Lines as the case may be including providing & fixing new PSC Pole or RSJ Pole of appropriate height and strangth as per Standerd Including Neccesary arrangement for pole, stay set, stay wire , stay insulator, shacle insulator at bobbine MS Clamp, MS Plate, MS Angle, GI Nuts Bolt, Concreting and Muffing of Poles and stay AAC Ant for Phase, LT / HT Earthing Set, Spaces, clampes , Shacles Etc. Rate is inclusive of all types of charges & materials transportatiion contiugencies, T & P, Supervision charges, Taxes, Contractor Profit , Statutary payments for shut down, security insurance , price escalation , scrap value , labour for the rectificatiopn The old Lines , Traffic Arrangement, Lighting Arrangement During Night, Complete in all respects. ( Note :- Electrical Pole Shiftting Payment Shall be made as per Quatation received by MSEDCL Department or Maximum upto Amount included in BOQ which ever is less) Shifting of electric Line pole (payment as per estimate received from MSEDCL)
5
-
-
Dismantling of Structures 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 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.
11.81
-
-
Dismantling of Structures 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.
0.3
-
-
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 Hume pipe
7.5
-
-
Bill No. 2 Pavement Works (GSB, WBM, Bituminous Works)
-
-
-
Granular sub-base with Well Graded Material(Table 400.1) Construction of granual sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory wheel roller to achieve the desired density, complete as per Technical Specifications Clause 401 For Grading II Material
880.28
-
-
WBM Grading 2 Water Bound Macadam Sub-base/base (using stone screening) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. BY MECHANICAL MEANS
81.65
-
-
Tack Coat 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 sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
963
-
-
Modified Penetration Macadam 50 mm thick Bitumen (S-65) 60/70- VG-30
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
963
-
-
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Bitumen ( S- 65) 60/70- VG-30 @ 1.460 kg per sqm 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.
963
-
-
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
963
-
-
DLC Construction of dry lean cement concrete Sub-Base over a prepared Sub-grade with coarse and fine aggregate conforming to IS:383,the size of coarse aggregate not exceeding 25mm,cement content not to be less then 150kg/cum,optimum moisture content to be determined during trial length construction , concrete strength not to be less then 10 Mpa at 7day ,mixed in a batching plant/ Weight batch mixer,transported to site with all leads and lifts,laid with a paver with electronic sensor / by suitable means as approved by Engineer-in-charges,compacting with vibratory roller ,finishing,curing and including preparation of Sub-grade Surface if required etc.complete
75
-
-
CC Pavement Cement Concrete Pavement. Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork ( steel channel, laying and fixing of 125 micron thick polythene 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 compoun ( where specified ) and water finishing to lines and grade as per drawing and Tchnical Specification Clauses 1501
150
-
-
Bill No. 3 Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works
-
-
-
Excavation for Structures in Soft Soil Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
298.74
-
-
Rubble soling
Filling the trench as per drawing and technical specification clause 305.3.9
10.92
-
-
Providing and Laying Reinforced Cement Concrete Pipe NP3 1000 mm dia 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.
17.5
-
-
Providing and Laying Reinforced Cement Concrete Pipe NP2 600 mm dia Providing and laying Cement concrete pipe NP2 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets. Clause 1106.
25
-
-
Providing concrete for plain concrete in open foundation complete as per drawing and technical specifications clause 802, 803, 1202 & 1203 PCC grade M 10
25.11
-
-
P.C.C grade M 15 Plain / reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802, 804,805,806,807,1202, & 1204 PCC grade M15
20.25
-
-
Providing cement concrete M-15 in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 & 1203
43.85
-
-
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 M-20
49.5
-
-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
25
-
-
Dry rubble stone masanary Providing dry trap rubble stone masonary with lead and lift including conveying all material and royalty charges etc. complete
-
-
-
B) With New material
23.85
-
-
Providing laterite stone masonry in cement mortar 1:6 in foundation and plinth including striking joints on the unexposed faces and watering complet
4.14
-
-
Supplying, fitting and placingTMT bar reinforcement in Superstructrue complete as per drawings and technical specification Clauses 1002,1010,1202
2.45
-
-
Bill No. 4 Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture
-
-
-
Boundary Pillar / Guard Stone
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
20
-
-
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
-
-
-
Ordinary Kilometer stone (precast)
1
-
-
200 m stone ( precast )
2
-
-
Providing and Fixing 'Logo' of PMGSY 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
-
-
Providing and Fixing Citizen Information Board
Providing and fixing of typical PMGSY 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
2
-
-
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
-
-
-
900 MM Equilateral Triangle
4
-
-
600 MM Equilateral Triangle
4
-
-
600 mm circular
4
-
-
900 X 600 Rectangular
2
-
-
600 X 450 mm Rectangular
2
-
-
600 X 600 mm Sqaure
4
-
-
Printing New Letters and Figures of any Shade
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
700
-
-
Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
20
-
-
Direction and Place Identification signs upto 0.9 sqm 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
7.2
-
-
Cat eye
supplying and fixing of moulded shank raised pavement markars / cat eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordence to ASTM D 4280 type H and complying specification of category A of Morth circular No RW/NH/33023/10-97 DO III DT 11.06.1997
16
-
-
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
5.87
-
-
Name of work-Upgradation/Improvement and five year routine maintenance H) ODR to Dhangar Gaothanwadi Boudhwadi Road,Km.0/0 to1/00 ,Block-Mandangad,Dist-ratnagiri.
-
-
-
Bill No. 1 Site Clearance, Dismantling and Earth Works
-
-
-
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.
-
-
-
A)In area of non-thorny jungle
0.24
-
-
B)In area of thorny jungle
0.16
-
-
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.
-
-
-
A) Girth from 300 to 600 mm Lead Upto 100 m
2
-
-
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
2437.79
-
-
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
1188.42
-
-
Excavation in Hard Rock (requiring blasting) 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
10.16
-
-
Excavation in hard rock ( Controlled blasting) with disposal upto 1000m.Excavation for roadway in hard rock with controlled blasting by drilling blasting and breaking trimming of bottom and side slopes in accordance with requirements of lines grades and cross sectiond 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
20.31
-
-
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
406.3
-
-
Construction of Embankment with Material Obtained from Roadway Cutting
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
3245.67
-
-
Construction of Embankment with Material Obtained from Borrow Pits 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 with vibratory roller to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m including all leads & lifts as per Technical specification 301.5
100
-
-
Construction of earthen shoulders With Material Obtained from Borrow Pits 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 lead upto 1000m as per Technical Specification Clause 303.1.
16.39
-
-
Shifting of water supply Line (payment as per estimate received from ZP)
1
-
-
Dismantling Stone Masonry as per Technical Specification Clause 202. Dry Rubble Masonary
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (B)Rubble Stone Masonry in Cement Mortar (Item No 2.7)
28.62
-
-
Dismantling of Structures 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 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.
11.81
-
-
Dismantling of Structures 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.
0.3
-
-
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 Hume pipe
7.5
-
-
Bill No. 2 Pavement Works (GSB, WBM, Bituminous Works)
-
-
-
Granular sub-base with Well Graded Material(Table 400.1) Construction of granual sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory wheel roller to achieve the desired density, complete as per Technical Specifications Clause 401 For Grading II Material
439.7
-
-
WBM Grading 2 Water Bound Macadam Sub-base/base (using stone screening) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. BY MECHANICAL MEANS
306.32
-
-
Tack Coat 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 sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
3105
-
-
Modified Penetration Macadam 50 mm thick Bitumen (S-65) 60/70- VG-30
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
3105
-
-
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Bitumen ( S- 65) 60/70- VG-30 @ 1.460 kg per sqm 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.
3105
-
-
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
3105
-
-
Bill No. 3 Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works
-
-
-
Excavation for Structures in Soft Soil Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
515.68
-
-
Providing and Laying Reinforced Cement Concrete Pipe NP3 1000 mm dia 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.
52.5
-
-
Providing and Laying Reinforced Cement Concrete Pipe NP2 600 mm dia Providing and laying Cement concrete pipe NP2 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets. Clause 1106.
25
-
-
Providing and Laying Reinforced Cement Concrete Pipe NP 3 600 mm dia Providing and laying Cement concrete pipe NP2 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets. Clause 1106.
15
-
-
Providing concrete for plain concrete in open foundation complete as per drawing and technical specifications clause 802, 803, 1202 & 1203 PCC grade M 10
67.65
-
-
P.C.C grade M 15 Plain / reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802, 804,805,806,807,1202, & 1204 PCC grade M15
249.75
-
-
Providing cement concrete M-15 in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 & 1203
143.21
-
-
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 M-20
25.88
-
-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
190
-
-
Rubble soling
Filling the trench as per drawing and technical specification clause 305.3.9
33.1
-
-
Dry rubble stone masanary Providing dry trap rubble stone masonary with lead and lift including conveying all material and royalty charges etc. complete
-
-
-
A ) With available material
21.47
-
-
B) With New material
23.85
-
-
Providing laterite stone masonry in cement mortar 1:6 in foundation and plinth including striking joints on the unexposed faces and watering complet
4.14
-
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/Boulder
41.4
-
-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
27
-
-
Supplying, fitting and placingTMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
0.45
-
-
Supplying, fitting and placingTMT bar reinforcement in Superstructrue complete as per drawings and technical specification Clauses 1002,1010,1202
1.62
-
-
Bill No. 4 Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture
-
-
-
Boundary Pillar / Guard stone
Reniforced cement concrete M 15 grade Boundry Pillars / local stone of standard design as per IRC 25, fixed in position including finishing and lettering but excluding painting as per drawing and tech. specifications
40
-
-
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
-
-
-
Ordinary Kilometer stone (precast)
2
-
-
200 m stone ( precast )
4
-
-
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
-
-
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
2
-
-
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
-
-
-
900 MM Equilateral Triangle
4
-
-
600 MM Equilateral Triangle
4
-
-
600 mm circular
4
-
-
900 X 600 Rectangular
2
-
-
600 X 450 mm Rectangular
2
-
-
600 X 600 mm Sqaure
4
-
-
Printing New Letters and Figures of any Shade
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
1600
-
-
Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
20
-
-
Direction and Place Identification signs upto 0.9 sqm 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
7.2
-
-
Cat eye
supplying and fixing of moulded shank raised pavement markars / cat eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordence to ASTM D 4280 type H and complying specification of category A of Morth circular No RW/NH/33023/10-97 DO III DT 11.06.1997
16
-
-
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
5.87
-
-
Name of work-Upgradation/Improvement and five year routine maintenance H) SH TO Borghar Dhangarwadi Road,Km.0/0 to 0/500,Block-Mandangad,Dist-ratnagiri.
-
-
-
Bill No. 1 Site Clearance, Dismantling and Earth Works
-
-
-
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.
-
-
-
A)In area of non-thorny jungle
0.12
-
-
B)In area of thorny jungle
0.08
-
-
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.
-
-
-
A) Girth from 300 to 600 mm Lead Upto 100 m
4
-
-
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
945.35
-
-
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
439.7
-
-
Excavation in Hard Rock (requiring blasting) 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
3.66
-
-
Excavation in hard rock ( Controlled blasting) with disposal upto 1000m.Excavation for roadway in hard rock with controlled blasting by drilling blasting and breaking trimming of bottom and side slopes in accordance with requirements of lines grades and cross sectiond 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
3.66
-
-
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
73.28
-
-
Construction of Embankment with Material Obtained from Roadway Cutting
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
872.43
-
-
Construction of Embankment with Material Obtained from Borrow Pits 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 with vibratory roller to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m including all leads & lifts as per Technical specification 301.5
100
-
-
Shifting of water supply Line (payment as per estimate received from ZP)
1
-
-
Removing / Shifting or Raising of LT and HT Lines as the case may be including providing & fixing new PSC Pole or RSJ Pole of appropriate height and strangth as per Standerd Including Neccesary arrangement for pole, stay set, stay wire , stay insulator, shacle insulator at bobbine MS Clamp, MS Plate, MS Angle, GI Nuts Bolt, Concreting and Muffing of Poles and stay AAC Ant for Phase, LT / HT Earthing Set, Spaces, clampes , Shacles Etc. Rate is inclusive of all types of charges & materials transportatiion contiugencies, T & P, Supervision charges, Taxes, Contractor Profit , Statutary payments for shut down, security insurance , price escalation , scrap value , labour for the rectificatiopn The old Lines , Traffic Arrangement, Lighting Arrangement During Night, Complete in all respects. ( Note :- Electrical Pole Shiftting Payment Shall be made as per Quatation received by MSEDCL Department or Maximum upto Amount included in BOQ which ever is less) Shifting of electric Line pole (payment as per estimate received from MSEDCL)
2
-
-
Dismantling Stone Masonry as per Technical Specification Clause 202. Dry Rubble Masonary
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (B)Rubble Stone Masonry in Cement Mortar (Item No 2.7)
28.62
-
-
Bill No. 2 Pavement Works (GSB, WBM, Bituminous Works)
-
-
-
Granular sub-base with Well Graded Material(Table 400.1) Construction of granual sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory wheel roller to achieve the desired density, complete as per Technical Specifications Clause 401 For Grading II Material
222.36
-
-
WBM Grading 2 Water Bound Macadam Sub-base/base (using stone screening) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. BY MECHANICAL MEANS
118.13
-
-
Tack Coat 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 sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
1575
-
-
Modified Penetration Macadam 50 mm thick Bitumen (S-65) 60/70- VG-30
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
1575
-
-
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Bitumen ( S- 65) 60/70- VG-30 @ 1.460 kg per sqm 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.
1575
-
-
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
1575
-
-
Bill No. 3 Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works
-
-
-
Excavation for Structures in Soft Soil Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
266.27
-
-
Rubble soling
Filling the trench as per drawing and technical specification clause 305.3.9
16.39
-
-
Providing and Laying Reinforced Cement Concrete Pipe NP3 1000 mm dia 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.
22.5
-
-
Providing and Laying Reinforced Cement Concrete Pipe NP2 600 mm dia Providing and laying Cement concrete pipe NP2 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets. Clause 1106.
25
-
-
Providing and Laying Reinforced Cement Concrete Pipe NP 3 600 mm dia Providing and laying Cement concrete pipe NP2 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets. Clause 1106.
15
-
-
Providing concrete for plain concrete in open foundation complete as per drawing and technical specifications clause 802, 803, 1202 & 1203 PCC grade M 10
11.36
-
-
P.C.C grade M 15 Plain / reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802, 804,805,806,807,1202, & 1204 PCC grade M15
27
-
-
Providing cement concrete M-15 in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 & 1203
64.44
-
-
Dry rubble stone masanary Providing dry trap rubble stone masonary with lead and lift including conveying all material and royalty charges etc. complete
-
-
-
A ) With available material
21.47
-
-
B) With New material
23.85
-
-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
20
-
-
Providing laterite stone masonry in cement mortar 1:6 in foundation and plinth including striking joints on the unexposed faces and watering complet
4.14
-
-
Bill No. 4 Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture
-
-
-
Boundary Pillar / Guard Stone
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
20
-
-
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
-
-
-
Ordinary Kilometer stone (precast)
1
-
-
200 m stone ( precast )
2
-
-
Providing and Fixing 'Logo' of PMGSY 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
-
-
Providing and Fixing Citizen Information Board
Providing and fixing of typical PMGSY 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
-
-
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
-
-
-
900 MM Equilateral Triangle
4
-
-
600 MM Equilateral Triangle
4
-
-
600 mm circular
4
-
-
900 X 600 Rectangular
2
-
-
600 X 450 mm Rectangular
2
-
-
600 X 600 mm Sqaure
4
-
-
Direction and Place Identification signs upto 0.9 sqm 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
7.2
-
-
Printing New Letters and Figures of any Shade
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
700
-
-
Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
20
-
-
Cat eye
supplying and fixing of moulded shank raised pavement markars / cat eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordence to ASTM D 4280 type H and complying specification of category A of Morth circular No RW/NH/33023/10-97 DO III DT 11.06.1997
16
-
-
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
5.87
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Name of work-Upgradation/Improvement and five year routine maintenance J) Pat Shirgaon Road,Km.0/0 to 1/000,Block-Mandangad,Dist-ratnagiri.
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Bill No. 1 Site Clearance, Dismantling and Earth Works
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Name of work-Upgradation/Improvement and five year routine maintenance J) Pat Shirgaon Road,Km.0/0 to 1/000,Block-Mandangad,Dist-ratnagiri.
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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.
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A)In area of non-thorny jungle
0.24
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B)In area of thorny jungle
0.16
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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.
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A) Girth from 300 to 600 mm Lead Upto 100 m
1
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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
801.52
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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
308.28
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Excavation in Hard Rock (requiring blasting) 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
3.08
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Excavation in hard rock ( Controlled blasting) with disposal upto 1000m.Excavation for roadway in hard rock with controlled blasting by drilling blasting and breaking trimming of bottom and side slopes in accordance with requirements of lines grades and cross sectiond 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
12.33
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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
107.9
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Construction of Embankment with Material Obtained from Roadway Cutting
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
998.81
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Construction of Embankment with Material Obtained from Borrow Pits 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 with vibratory roller to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m including all leads & lifts as per Technical specification 301.5
47.1
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Construction of subgrade and earthen shoulders with Material Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
976.25
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Removing / Shifting or Raising of LT and HT Lines as the case may be including providing & fixing new PSC Pole or RSJ Pole of appropriate height and strangth as per Standerd Including Neccesary arrangement for pole, stay set, stay wire , stay insulator, shacle insulator at bobbine MS Clamp, MS Plate, MS Angle, GI Nuts Bolt, Concreting and Muffing of Poles and stay AAC Ant for Phase, LT / HT Earthing Set, Spaces, clampes , Shacles Etc. Rate is inclusive of all types of charges & materials transportatiion contiugencies, T & P, Supervision charges, Taxes, Contractor Profit , Statutary payments for shut down, security insurance , price escalation , scrap value , labour for the rectificatiopn The old Lines , Traffic Arrangement, Lighting Arrangement During Night, Complete in all respects. ( Note :- Electrical Pole Shiftting Payment Shall be made as per Quatation received by MSEDCL Department or Maximum upto Amount included in BOQ which ever is less) Shifting of electric Line pole (payment as per estimate received from MSEDCL)
4
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Bill No. 2 Pavement Works (GSB, WBM, Bituminous Works)
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Granular sub-base with Well Graded Material(Table 400.1) Construction of granual sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory wheel roller to achieve the desired density, complete as per Technical Specifications Clause 401 For Grading II Material
445.09
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WBM Grading 2 Water Bound Macadam Sub-base/base (using stone screening) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. BY MECHANICAL MEANS
228.38
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Tack Coat 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 sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
3105
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Modified Penetration Macadam 50 mm thick Bitumen (S-65) 60/70- VG-30
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
3105
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20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Bitumen ( S- 65) 60/70- VG-30 @ 1.460 kg per sqm 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.
3105
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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
3105
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Bill No. 3 Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works
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Excavation for Structures in Soft Soil Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
514.21
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Providing and Laying Reinforced Cement Concrete Pipe NP3 1000 mm dia 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.
52.5
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Providing and Laying Reinforced Cement Concrete Pipe NP2 600 mm dia Providing and laying Cement concrete pipe NP2 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets. Clause 1106.
50
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Providing concrete for plain concrete in open foundation complete as per drawing and technical specifications clause 802, 803, 1202 & 1203 PCC grade M 10
17.11
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Providing cement concrete M-15 in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 & 1203
146.81
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Rubble soling
Filling the trench as per drawing and technical specification clause 305.3.9
38.24
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Dry rubble stone masanary Providing dry trap rubble stone masonary with lead and lift including conveying all material and royalty charges etc. complete
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B) With New material
23.85
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Providing laterite stone masonry in cement mortar 1:6 in foundation and plinth including striking joints on the unexposed faces and watering complet
10.35
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Bill No. 4 Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture
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Boundary Pillar / Guard stone
Reniforced cement concrete M 15 grade Boundry Pillars / local stone of standard design as per IRC 25, fixed in position including finishing and lettering but excluding painting as per drawing and tech. specifications
40
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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
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Ordinary Kilometer stone (precast)
1
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200 m stone ( precast )
4
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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
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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
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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
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900 MM Equilateral Triangle
4
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600 MM Equilateral Triangle
4
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600 mm circular
4
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900 X 600 Rectangular
2
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600 X 450 mm Rectangular
2
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600 X 600 mm Sqaure
4
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Printing New Letters and Figures of any Shade
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
1600
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Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
20
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Direction and Place Identification signs upto 0.9 sqm 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
7.2
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Cat eye
supplying and fixing of moulded shank raised pavement markars / cat eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordence to ASTM D 4280 type H and complying specification of category A of Morth circular No RW/NH/33023/10-97 DO III DT 11.06.1997
16
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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
5.87
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