Rural Works Department Tender
With BidAssist, you can search for multiple business options for RWD Bihar tenders, RCD Bihar tenders, and any other e tender Bihar government is inviting bids for. Such Bihar tenders are posted on the eprocurement Bihar website, and on this page, you will get consolidated lists of Bihar tenders that can be sorted based on authority, department, city, and more.
Costs
EMD
₹ 18,84,900Document Cost
Refer DocumentsTender Fee
Refer Documents
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_ECBIH_72661_1Bid Award Id
ViewTender No
MMGSY WB-18-MANIHARI-01Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://https://rwdbihar.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
3.75
-
-
Earthwork in Box cuttting Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
97.41
-
-
Construction of embankment with material obtained from road way cutting. Construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5
58.45
-
-
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m as per Technical Specification Clause 301.5 .
1440
-
-
Construction of Embankment with Material Obtained from Borrow Pits.Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
960
-
-
Construction of subgrade and earthen shoulders with approved material with 5% by volume of Local sand added to the soil obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
2110.41
-
-
For Grading I Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
853.66
-
-
WBM Grading 3 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
451.54
-
-
Prime Coat (Medium porosity) Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
4624.43
-
-
Tack Coat Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.
4624.43
-
-
Mix Seal Surfaceing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509
4624.43
-
-
Agricultural Conduit
30
-
-
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 compound (where specified) and water finishing to lines and grade as per drawing and Technical
223.38
-
-
Providing and placing sausage wire crates of specified sizes made with 4mm G.I wire net of 100mm x 100mm square mesh including required lapping as directed of wire net, stitching with GI wire strongly, filling up the sausage wire crate with approved stone / laterite boulders of minimum 25kg each properly @ 0.90cum / cum and stitching the gap with GI wires, closing both ends with GI wire net including lapping all sides as directed, including trimming and preparation of bed by cutting or filling earth as required complete including cost of all materials and labours and all incidental charges in this connection
27
-
-
Boulder pitching on slop : Providing and laying filter meterial underneath pitching in slopes complited as per drawing and technicl specification clauses 1302
20
-
-
Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
60
-
-
ii) Km stone
3
-
-
iii) 200 m stone
6
-
-
Traffic sign Retro -Reflectorised Traffic Sign Providing and fixing of Retro reflective cautionary, mandatory and informatory sign board as per IRC:67 made of High Intensity grade sheeting vide clause 801.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm 75 mm 6mm firmly fixed the ground by means of properly designed foundation with M15 garde cement concrete 45 cm X 45 Cm X 60 Cm 60 cm below ground level as per approved drawing
1
-
-
900 mm equilateral & triangle , OR
1
-
-
600 mm equilateral & triangle, OR
16
-
-
600 mm circular , OR
12
-
-
600 mm x 600 mm rectangular, OR
1
-
-
(I)Providing and Fixing 'Logo' of MMGSY ProjectProviding 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
-
-
( III ) Providing & Fixing of LOGO of "Citizen Information Board" Providing and fixing of typical Citizen's Information board with Logo as per MORD specifications and drawing. Two nos. MS Plates of 1.6 mm thick, duly welded with 5mm thick steel plate on back on edges. The four nos. steel plates will be welded horrizontally with two nos. 75 mm x 75 mm of 12 SWG sheet tube post duly embedded in cement concrete M-15 grade blocks of 600 x 600 x 750 mm , 750 mm below ground level . The two nos steel plates will be welded vertically to two nos 75 mm x 75 mm of 12 SWG sheet tube post duly welded to vertical tubes . All M.S. will be stoved enamelled on both sides . Lattering 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 dwg. clause 1701 & annexure 1700-1.
2
-
-
Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New WorkBoundary Pillar Reinforced cement concrete M-15 grade bounday pilars of standards design as per IRC -25-1967 fixed in position inclding finisihing and lettering but excluding painting
22
-
-
Painting Two coats on New Concrete Surface Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surface
3.12
-
-
Road Marking With Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminious Surface Providing and Laying of Hot Applied Thermoplastic Compound 2.5 mm thick reflectorising glass beads @250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 The Finished Surface to be level , Uniform and free from streakes and holes
241.8
-
-
Road Marking With Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface Providing and Laying of Hot Applied Thermoplastic Compound
73
-
-
Providing concrete for plain/reinforced concrete (M-15) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
46.54
-
-
Construction of granular sub-base by providing well graded material (Grading I) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401
23.73
-
-
Each work in excavation for foundation of structure upto 3.0 m depth as per drawing and technical specification cluse 1104
178.26
-
-
Providing concrete for plain/reinforcement concrete in open foundation complete as per drawing and technical specification clause 802,803,1202 & 1203 PCC M-15 Grade
12.29
-
-
Providing concrete for plain/reinforcement concrete in open foundation complete as per drawing and technical Specification clause 802,803,1202 & 1203 PCC M-20 Grade
47.18
-
-
Supplying fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawing and technical specification Clause 1002, 1005, 1010 &1202
3.3
-
-
Sub Structure Plain/reinforcement cement concrete in substructure complete as per drawing and technical specification Clause 802,805,806,807,1202,and 1204 PCC M-20 GRADE
19.72
-
-
Providing weephole in brick masonary/stone masonary. Plan reinforcement concrete abutment wing wall, return wall with 100 mm dia AC pipe extending through the full widdth of the structure with slope of 1 (v).20(H) towards drawing face complete as per drawing and technical specification clause 614709,1204, 3.7
72
-
-
Plain/reinforcement cement concrete in substructure complete as per drawing and technical specification Clause 802,805,806,807,1202,and 1204 RCC M-25 GRADE
18.78
-
-
Supplying fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawing and technical specification Clause 1002, 1005, 1010 &1202
2.52
-
-
Back filling behind abutment , wing wall and return wall complete as per drawing and technical specification Clause 1204,3.8 (With sandy Materials)
38.69
-
-
Providing and lying filter media with granular crushed aggregate as per specification to a thickness os not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment , wing wall return wall to the full height , compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
27.89
-
-
Superstructure Providing and lying reinforcement cement concrete in superstructure as per drawing and technical specification Clause 800, 1205.4 and 1205.5 RCC M-30 GRADE
8.75
-
-
Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specification Clause 1002, 1010 &1202
0.74
-
-
Parapet construction Plain/reinforcement cement concrete in substructure complete as per drawing and technical specification Clause 802,804, 805,806,807,1202,and 1204 (M-20)
6.24
-
-
Painting on Parapet wall painting two coats including primer coat after filling the surface with synthetic anamel plant in all shades on new plastered / concrete surface as per drawing and technical specification clause 1701
43.52
-
-
Excavation for Structure Earthwork in excavation for sructure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stump and other deleterious material & disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in tranches with excavation sutable material.
160.84
-
-
Provinding concerte for plan concerte in open foundation complete as per drawing and technical specification clause 802, 803, 1202 and 1203 (PCC Grade M15)
11.4
-
-
Providing concrete for reinforced concerete in open fuundations complete as per drowings and technicals specification clause 802, 803,1202 & 1203 ( RCC Grade M20 )
20.35
-
-
Reinfofcement Supplying, fitting abd placing HYSD bar reinforcment in foundation complete as per drawing and technical specifications clauses 1000 and 1202
1.63
-
-
Providing weepholes in brick masonry/ stone masonry plain/reinforced concrete sbutment, wing wall, retune wall with 100mm dia AC pipe extending through the full width of the strcture with slope of 1 (V):20 (H) towords drawing face complete as per drawing and technical specification clauses
28
-
-
plain/ reinforced cement concerte in substructure complete as per drawing and technical spacification Clauses 802, 804, 805, 806,807, 1202 & 1204 ( RCC GRADE M25 )
46.28
-
-
Supplying , fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawing and technical specification clauses 1002,1005,1010 & 1202
4.63
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawinds and technical specification Clauses 1002 1005, 1010 & 1202
110.66
-
-
Providing and laying fitter media with brick bats as per specification to a thikness of not less than 600 mm with smaller size towords the soil and bigger size towords the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, complete to firm condition complete as per drawing and tecnical specification Clause 1204.3.8
17.43
-
-
SUPERSTUCTURE Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification Clauses 800, 1205.4 & 1205.5 R.C.C. M 25
12.84
-
-
Supplying , fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawing and technical specification clauses 1002,1005,1010 & 1202
1.28
-
-
Constrction of RCC railing of M25 grade Pre cast-in situ with 20 mm normal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, center to center spacing between vertical posts not to exceed 2000 mm as per drawing and technical specification Clauses 800, 900 & 1208.3
8
-
-
Providing and laying boulder apron for bed protection with stone boulder of minomum size & weight as per table 1300.1, no fragment weighing not less then 25 kg, laid dry complete as per drawing & technical specification Clauses 1301
49.85
-
-
Earth work in excavation for foundation of structure upto 3.0 m depth as per drawing and technical specification clause 1104
29.8
-
-
Providing M15 (P.C.C 1:2.5:5) as leveling course in foundation Providing M15 (P.C.C 1:2.5:5) concrete for plain concrete in open foundations complete as per drawing and technical specifications clause 802,803,1202 & 1203
4.6
-
-
Plain /reinforced cement concrete in substructure complete as per drawing and technical specifications Clauses ,802,804,805,806,807, 1202 and 1204 (M-20)
26.84
-
-
Providing and laying RCC pipe NP 3 for culverts on first class bedding of P.C.C M 10 material in 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 as per clause 1106
7.5
-
-
Painting on Parapet wall ( Black & White Strips )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
20.64
-
-
Back filling behind abutment , wing wall and return wall complete as per drawing and technical specification Clause 1204,3.8 (With sandy Materials)
3.53
-
-
1st Year Maintenance cost
1.59
-
-
2nd Year Maintenance cost
1.59
-
-
3rd Year Maintenance cost
1.59
-
-
4th Year Maintenance cost
1.59
-
-
5th Year Maintenance cost
1.59
-
-
Name of Road- PWD Damdama to Barkhal Marsatpur
Setting Out Pillars Providing & Fixing of Bench Mark Pillars @ four nos per km as per drawings given and direction of E/I
12
-
-
Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I
2.3
-
-
Dismantling of Cement Concrete Pavement Dismsntiling of Cement Concrete Pavement by mechanical mean using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated location and disposal of dismatied material upto a led of 1000 meters, stacking serviceable and unserviceable materials saperately.
34.2
-
-
Earthwork in Box cuttting Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
96.54
-
-
Construction of embankment with material obtained from road way cutting.
Construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5
57.92
-
-
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m as per Technical Specification Clause 301.5 .
1456.23
-
-
Construction of Embankment with Material Obtained from Borrow Pits.
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
970.82
-
-
Constrution of subgrade and Earthen shoulders with Construction of subgrade and earthen shoulders with approved material with by volume of Local sand added to the soil obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
2959.16
-
-
Granular Sub-base with Well Graded Material (Table 400.1)
( By mix in place method ) For Grading I Material for Flexible Pavement
Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
1101.37
-
-
WBM Grading 3 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
514.08
-
-
Prime Coat (Medium porosity)
Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
5936.4
-
-
Tack Coat Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.
5936.4
-
-
Mix Seal Surfaceing
Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509
5936.4
-
-
Agricultural Conduit
15
-
-
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 compound (where specified) and water finishing to lines and grade as per drawing and Technical using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
146.88
-
-
Providing and placing sausage wire crates of specified sizes made with 4mm G.I wire net of 100mm x 100mm square mesh including required lapping as directed of wire net, stitching with GI wire strongly, filling up the sausage wire crate with approved stone / laterite boulders of minimum 25kg each properly @ 0.90cum / cum and stitching the gap with GI wires, closing both ends with GI wire net including lapping all sides as directed, including trimming and preparation of bed by cutting or filling earth as required complete including cost of all materials and labours and all incidental charges in this connection
21.6
-
-
Boulder pitching on slop : Providing and laying filter meterial underneath pitching in slopes complited as per drawing and technicl specification clauses 1302
16
-
-
Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
48
-
-
ii) Km stone
4
-
-
iii) 200 m stone
12
-
-
900 mm equilateral & triangle , OR
1
-
-
600 mm equilateral & triangle, OR
14
-
-
600 mm circular , OR
14
-
-
600 mm x 600 mm rectangular, OR
1
-
-
(I)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
-
-
( III ) Providing & Fixing of LOGO of "Citizen Information Board" Providing and fixing of typical Citizen's Information board with Logo as per MORD specifications and drawing. Two nos. MS Plates of 1.6 mm thick, duly welded with 5mm thick steel plate on back on edges. The four nos. steel plates will be welded horrizontally with two nos. 75 mm x 75 mm of 12 SWG sheet tube post duly embedded in cement concrete M-15 grade blocks of 600 x 600 x 750 mm , 750 mm below ground level . The two nos steel plates will be welded vertically to two nos 75 mm x 75 mm of 12 SWG sheet tube post duly welded to vertical tubes . All M.S. will be stoved enamelled on both sides . Lattering 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 dwg. clause 1701 & annexure 1700-1.
2
-
-
Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work
Boundary Pillar Reinforced cement concrete M-15 grade bounday pilars of standards design as per IRC -25-1967 fixed in position inclding finisihing and lettering but excluding painting
51
-
-
Painting Two coats on New Concrete Surface Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surface
7.24
-
-
Road Marking With Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminious Surface Providing and Laying of Hot Applied Thermoplastic Compound 2.5 mm thick reflectorising glass beads @250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 The Finished Surface to be level , Uniform and free from streakes and holes
310.4
-
-
Road Marking With Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface Providing and Laying of Hot Applied Thermoplastic Compound 2.5 mm thick reflectorising glass beads @250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 The Finished Surface to be level , Uniform and free from streakes and holes
48
-
-
Providing concrete for plain/reinforced concrete (M-15) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
61.2
-
-
Construction of granular sub-base by providing well graded material (Grading I) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401
31.2
-
-
Parapet Wall Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204
1.44
-
-
PPT Wall Plaster with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
10.56
-
-
Earth work in excavation for foundation of structure upto 3.0 m depth as per drawing and technical specification clause 1104
89.4
-
-
Providing M15 (P.C.C 1:2.5:5) as leveling course in foundation Providing M15 (P.C.C 1:2.5:5) concrete for plain concrete in open foundations complete as per drawing and technical specifications clause 802,803,1202 & 1203
13.8
-
-
Plain /reinforced cement concrete in substructure complete as per drawing and technical specifications Clauses ,802,804,805,806,807, 1202 and 1204 (M-20)
80.53
-
-
Providing and laying RCC pipe NP 3 for culverts on first class bedding of P.C.C M 10 material in 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 as per clause 1106
22.5
-
-
Painting on Parapet wall ( Black & White Strips )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
61.92
-
-
Back filling behind abutment , wing wall and return wall complete as per drawing and technical specification Clause 1204,3.8 (With sandy Materials)
10.58
-
-
Earth work in excavation for foundation of structure upto 3.0 m depth as per drawing and technical specification clause 1104
40.11
-
-
Providing M15 (P.C.C 1:2.5:5) as leveling course in foundation Providing M15 (P.C.C 1:2.5:5) concrete for plain concrete in open foundations complete as per drawing and technical specifications clause 802,803,1202 & 1203
7.39
-
-
Plain /reinforced cement concrete in substructure complete as per drawing and technical specifications Clauses ,802,804,805,806,807, 1202 and 1204 (M-20)
34.44
-
-
Providing and laying RCC pipe NP 3 for culverts on first class bedding of P.C.C M 10 material in 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 as per clause 1106
7.5
-
-
Painting on Parapet wall ( Black & White Strips )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
26.56
-
-
Back filling behind abutment , wing wall and return wall complete as per drawing and technical specification Clause 1204,3.8 (With sandy Materials)
7.98
-
-
1st Year Maintenance cost
2.88
-
-
2nd Year Maintenance cost
2.88
-
-
3rd Year Maintenance cost
2.88
-
-
4th Year Maintenance cost
2.88
-
-
5th Year Maintenance cost
2.88
-
-
Name of Road- Maangoi Narayanpur road to Keshopur
Setting Out Pillars Providing & Fixing of Bench Mark Pillars @ four nos per km as per drawings given and direction of E/I
8
-
-
Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I
1.54
-
-
Earthwork in Box cutttingExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
108.24
-
-
Construction of embankment with material obtained from road way cutting.Construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5
64.94
-
-
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m as per Technical Specification Clause 301.5 .
1285.16
-
-
Construction of Embankment with Material Obtained from Borrow Pits.Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
856.78
-
-
Constrution of subgrade and Earthen shoulders Construction of subgrade and earthen shoulders with approved material with by volume of Local sand added to the soil obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
2684.76
-
-
For Grading I Material for Flexible Pavement Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
1020.17
-
-
WBM Grading 3 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
552.81
-
-
Prime Coat (Medium porosity)Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
5267.03
-
-
Tack Coat Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.
5267.03
-
-
Mix Seal SurfaceingProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509
5267.03
-
-
Agricultural Conduit 300 mm dia
22.5
-
-
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 compound (where specified) and water finishing to lines and grade as per drawing and Technical using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
336.6
-
-
Providing and placing sausage wire crates of specified sizes made with 4mm G.I wire net of 100mm x 100mm square mesh including required lapping as directed of wire net, stitching with GI wire strongly, filling up the sausage wire crate with approved stone / laterite boulders of minimum 25kg each properly @ 0.90cum / cum and stitching the gap with GI wires, closing both ends with GI wire net including lapping all sides as directed, including trimming and preparation of bed by cutting or filling earth as required complete including cost of all materials and labours and all incidental charges in this connection
32.4
-
-
Boulder pitching on slop : Providing and laying filter meterial underneath pitching in slopes complited as per drawing and technicl specification clauses 1302
24
-
-
Boulder pitching on slop : Providing and laying filter meterial underneath pitching in slopes complited as per drawing and technicl specification clauses 1302
72
-
-
Kilometre stone Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
1
-
-
ii) Km stone
3
-
-
iii) 200 m stone
8
-
-
Retro -Reflectorised Traffic Sign Providing and fixing of Retro reflective cautionary, mandatory and informatory sign board as per IRC:67 made of High Intensity grade sheeting vide clause 801.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm 75 mm 6mm firmly fixed the ground by means of properly designed foundation with M15 garde cement concrete 45 cm X 45 Cm X 60 Cm 60 cm below ground level as per approved drawing
1
-
-
900 mm equilateral & triangle , OR
3
-
-
600 mm equilateral & triangle, OR
18
-
-
600 mm circular , OR
16
-
-
600 mm x 600 mm rectangular, OR
3
-
-
(I)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
-
-
( III ) Providing & Fixing of LOGO of "Citizen Information Board" Providing and fixing of typical Citizen's Information board with Logo as per MORD specifications and drawing. Two nos. MS Plates of 1.6 mm thick, duly welded with 5mm thick steel plate on back on edges. The four nos. steel plates will be welded horrizontally with two nos. 75 mm x 75 mm of 12 SWG sheet tube post duly embedded in cement concrete M-15 grade blocks of 600 x 600 x 750 mm , 750 mm below ground level . The two nos steel plates will be welded vertically to two nos 75 mm x 75 mm of 12 SWG sheet tube post duly welded to vertical tubes . All M.S. will be stoved enamelled on both sides . Lattering 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 dwg. clause 1701 & annexure 1700-1.
2
-
-
Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work Boundary Pillar Reinforced cement concrete M-15 grade bounday pilars of standards design as per IRC -25-1967 fixed in position inclding finisihing and lettering but excluding painting
35
-
-
Painting Two coats on New Concrete Surface Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surface
4.97
-
-
Road Marking With Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminious Surface Providing and Laying of Hot Applied Thermoplastic Compound 2.5 mm thick reflectorising glass beads @250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 The Finished Surface to be level , Uniform and free from streakes and holes
275.4
-
-
Road Marking With Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface Providing and Laying of Hot Applied Thermoplastic Compound 2.5 mm thick reflectorising glass beads @250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 The Finished Surface to be level , Uniform and free from streakes and holes
110
-
-
Providing concrete for plain/reinforced concrete (M-15) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
70.13
-
-
Construction of granular sub-base by providing well graded material (Grading I) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401
35.75
-
-
Parapet Wall Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204
2.88
-
-
PPT Wall Plaster with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
21.12
-
-
Construction of subgrade and earthen shoulders with approved material with 5% by volume of Local sand added to the soil obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
45.9
-
-
Brick Soling Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412
19.13
-
-
Earth work in excavation for foundation of structure upto 3.0 m depth as per drawing and technical specification clause 1104
59.6
-
-
Providing M15 (P.C.C 1:2.5:5) as leveling course in foundation Providing M15 (P.C.C 1:2.5:5) concrete for plain concrete in open foundations complete as per drawing and technical specifications clause 802,803,1202 & 1203
9.2
-
-
Plain /reinforced cement concrete in substructure complete as per drawing and technical specifications Clauses ,802,804,805,806,807, 1202 and 1204 (M-20)
53.68
-
-
Providing and laying RCC pipe NP 3 for culverts on first class bedding of P.C.C M 10 material in 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 as per clause 1106
15
-
-
Painting on Parapet wall ( Black & White Strips )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
41.28
-
-
Back filling behind abutment , wing wall and return wall complete as per drawing and technical specification Clause 1204,3.8 (With sandy Materials)
7.06
-
-
1st Year Maintenance cost
1.93
-
-
2nd Year Maintenance cost
1.93
-
-
3rd Year Maintenance cost
1.93
-
-
4th Year Maintenance cost
1.93
-
-
5th Year Maintenance cost
1.93
-
-
Name of Road- PMGSY road Dhoomnagar M.S to Katliya (Baija)
SUB HEAD : PREPARATORY WORKS ,SITE CLEARANCE , DISMANTLING
Setting Out Pillars Providing & Fixing of Bench Mark Pillars @ four nos per km as per drawings given and direction of E/I
9
-
-
Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I
1.75
-
-
Dismantling of Structures
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.
a) Reinforced Cement Concrete PPT Wall
1.44
-
-
SUB HEAD : EARTHWORK
Earthwork in Box cuttting Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause
177.03
-
-
Construction of embankment with material obtained from road way cutting. Construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5
106.22
-
-
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m as per Technical Specification Clause 301.5 .
3786.53
-
-
Construction of Embankment with Material Obtained from Borrow Pits. Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to
2524.35
-
-
Constrution of subgrade and Earthen shoulders Construction of subgrade and earthen shoulders with approved material with by volume of Local sand added to the soil obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
1759.77
-
-
Granular Sub-base with Well Graded Material (Table 400.1)
( By mix in place method )
For Grading I Material for Flexible Pavement
Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
983.33
-
-
WBM Grading 3 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
623.67
-
-
SUB HEAD : BITUMINOUS ITEMS Prime Coat (Medium porosity)
Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
5771.93
-
-
Tack Coat Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.
5771.93
-
-
Mix Seal Surfaceing
Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509
5771.93
-
-
SUB HEAD : CC PAVEMENT Agricultural Conduit
22.5
-
-
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 compound (where specified) and water finishing to lines and grade as per drawing and Technical using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
406.98
-
-
Construction of toe walls/Retaining Wall for protection of slopes as per drawing and technical specifications clause 1302.5 Excavation for Structures
61.88
-
-
PCC GRADE M15
13.2
-
-
PCC GRADE M15
160.88
-
-
Pointing with cement mortar 1:3
165
-
-
PCC GRADE M20 IN TOP
5.5
-
-
Kilometre stone
Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
ii) Km stone
4
-
-
iii) 200 m stone
8
-
-
900 mm equilateral & triangle , OR
4
-
-
600 mm equilateral & triangle, OR
10
-
-
600 mm circular , OR
10
-
-
600 mm x 600 mm rectangular, OR
4
-
-
(I)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
-
-
( III ) Providing & Fixing of LOGO of "Citizen Information Board" Providing and fixing of typical Citizen's Information board with Logo as per MORD specifications and drawing. Two nos. MS Plates of 1.6 mm thick, duly welded with 5mm thick steel plate on back on edges. The four nos. steel plates will be welded horrizontally with two nos. 75 mm x 75 mm of 12 SWG sheet tube post duly embedded in cement concrete M-15 grade blocks of 600 x 600 x 750 mm , 750 mm below ground level . The two nos steel plates will be welded vertically to two nos 75 mm x 75 mm of 12 SWG sheet tube post duly welded to vertical tubes . All M.S. will be stoved enamelled on both sides . Lattering 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 dwg. clause 1701 & annexure 1700-1.
2
-
-
Boundary Pillar Reinforced cement concrete M-15 grade bounday pilars of standards design as per IRC -25-1967 fixed in position inclding finisihing and lettering but excluding painting
53
-
-
Painting Two coats on New Concrete Surface Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surface
7.53
-
-
Road Marking With Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminious Surface Providing and Laying of Hot Applied Thermoplastic Compound 2.5 mm thick reflectorising glass beads @250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 The Finished Surface to be level , Uniform and free from streakes and holes
301.8
-
-
Road Marking With Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface Providing and Laying of Hot Applied Thermoplastic Compound 2.5 mm thick reflectorising glass beads @250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 The Finished Surface to be level , Uniform and free from streakes and holes
133
-
-
Providing concrete for plain/reinforced concrete (M-15) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
0.6*(0.12+0.160)/2*1=0.08400
0.45*(0+0.04)/2*1=0.009
0.15*0.230*1=0.0345
Qty Per M (Cum) = 0.1275
84.79
-
-
Construction of granular sub-base by providing well graded material (Grading I) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401
43.23
-
-
Parapet Wall Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204
0.96
-
-
PPT Wall Plaster with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
7.36
-
-
Construction of Sub Grade Construction of subgrade and earthen shoulders with approved material with 5% by volume of Local sand added to the soil obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
183.6
-
-
Brick Soling
Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412
76.5
-
-
Earthwork filling
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m as per Technical Specification Clause 301.5 .
37.5
-
-
For Grading Il Material
Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
22.5
-
-
1st Year Maintenance cost
2.25
-
-
2nd Year Maintenance cost
2.25
-
-
3rd Year Maintenance cost
2.25
-
-
4th Year Maintenance cost
2.25
-
-
5th Year Maintenance cost
2.25
-
-
Name of Road- T01 PWD Shivram Chowk to Baluganj
Setting Out Pillars Providing & Fixing of Bench Mark Pillars @ four nos per km as per drawings given and direction of E/I
8
-
-
Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I
1.52
-
-
Earthwork in Box cuttting Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
169.28
-
-
Construction of embankment with material obtained from road way cutting.
Construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5
101.57
-
-
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m as per Technical Specification Clause 301.5 .
2110.7
-
-
Construction of Embankment with Material Obtained from Borrow Pits.
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
1407.13
-
-
Constrution of subgrade and Earthen shoulders Construction of subgrade and earthen shoulders with approved material with by volume of Local sand added to the soil obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
873.3
-
-
Granular Sub-base with Well Graded Material (Table 400.1)
( By mix in place method ) For Grading I Material for Flexible Pavement
Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
785.37
-
-
WBM Grading 3 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
545.06
-
-
Prime Coat (Medium porosity)
Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
4704.75
-
-
Tack Coat Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.
4704.75
-
-
Mix Seal Surfaceing
Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509
4704.75
-
-
Agricultural Conduit
22.5
-
-
using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
410.04
-
-
Excavation for Structures
47.81
-
-
PCC GRADE M15
10.2
-
-
PCC GRADE M15
124.31
-
-
Pointing with cement mortar 1:3
127.5
-
-
PCC GRADE M20 IN TOP
4.25
-
-
Providing and placing sausage wire crates of specified sizes made with 4mm G.I wire net of 100mm x 100mm square mesh including required lapping as directed of wire net, stitching with GI wire strongly, filling up the sausage wire crate with approved stone / laterite boulders of minimum 25kg each properly @ 0.90cum / cum and stitching the gap with GI wires, closing both ends with GI wire net including lapping all sides as directed, including trimming and preparation of bed by cutting or filling earth as required complete including cost of all materials and labours and all incidental charges in this connection
45.9
-
-
Boulder pitching on slop : Providing and laying filter meterial underneath pitching in slopes complited as per drawing and technicl specification clauses 1302
34
-
-
Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
102
-
-
ii) Km stone
3
-
-
iii) 200 m stone
8
-
-
900 mm equilateral & triangle , OR
6
-
-
600 mm equilateral & triangle, OR
18
-
-
600 mm circular , OR
12
-
-
600 mm x 600 mm rectangular, OR
6
-
-
(I)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
-
-
( III ) Providing & Fixing of LOGO of "Citizen Information Board" Providing and fixing of typical Citizen's Information board with Logo as per MORD specifications and drawing. Two nos. MS Plates of 1.6 mm thick, duly welded with 5mm thick steel plate on back on edges. The four nos. steel plates will be welded horrizontally with two nos. 75 mm x 75 mm of 12 SWG sheet tube post duly embedded in cement concrete M-15 grade blocks of 600 x 600 x 750 mm , 750 mm below ground level . The two nos steel plates will be welded vertically to two nos 75 mm x 75 mm of 12 SWG sheet tube post duly welded to vertical tubes . All M.S. will be stoved enamelled on both sides . Lattering 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 dwg. clause 1701 & annexure 1700-1.
2
-
-
Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work
Boundary Pillar Reinforced cement concrete M-15 grade bounday pilars of standards design as per IRC -25-1967 fixed in position inclding finisihing and lettering but excluding painting
45
-
-
Painting Two coats on New Concrete Surface Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surface
6.39
-
-
Road Marking With Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface Providing and Laying of Hot Applied Thermoplastic Compound 2.5 mm thick reflectorising glass beads @250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 The Finished Surface to be level , Uniform and free from streakes and holes
246
-
-
Road Marking With Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface Providing and Laying of Hot Applied Thermoplastic Compound 2.5 mm thick reflectorising glass beads @250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 The Finished Surface to be level , Uniform and free from streakes and holes
134
-
-
Providing concrete for plain/reinforced concrete (M-15) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
85.43
-
-
Construction of granular sub-base by providing well graded material (Grading I) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401
43.55
-
-
Parapet Wall Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204
1.92
-
-
PPT Wall Plaster with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
14.72
-
-
Construction of subgrade and earthen shoulders with approved material with 5% by volume of Local sand added to the soil obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
91.8
-
-
Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412
38.25
-
-
Earth work in excavation for foundation of structure upto 3.0 m depth as per drawing and technical specification clause 1104
59.6
-
-
Providing M15 (P.C.C 1:2.5:5) as leveling course in foundation Providing M15 (P.C.C 1:2.5:5) concrete for plain concrete in open foundations complete as per drawing and technical specifications clause 802,803,1202 & 1203
9.2
-
-
Plain /reinforced cement concrete in substructure complete as per drawing and technical specifications Clauses ,802,804,805,806,807, 1202 and 1204 (M-20)
53.68
-
-
Providing and laying RCC pipe NP 3 for culverts on first class bedding of P.C.C M 10 material in 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 as per clause 1106
15
-
-
Back filling behind abutment , wing wall and return wall complete as per drawing and technical specification Clause 1204,3.8 (With sandy Materials)
41.28
-
-
Back filling behind abutment , wing wall and return wall complete as per drawing and technical specification Clause 1204,3.8 (With sandy Materials)
7.06
-
-
1st Year Maintenance cost
1.98
-
-
2nd Year Maintenance cost
1.98
-
-
3rd Year Maintenance cost
1.98
-
-
4th Year Maintenance cost
1.98
-
-
5th Year Maintenance cost
1.98
-
-
Name of Road- T02 to Yadav Tola
Providing & Fixing of Bench Mark Pillars @ four nos per km as per drawings given and direction of E/I
6
-
-
Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I
1.28
-
-
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
117
-
-
Construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5
70.2
-
-
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m as per Technical Specification Clause 301.5 .
1179
-
-
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
786
-
-
Construction of subgrade and earthen shoulders with approved material with by volume of Local sand added to the soil obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
408.5
-
-
Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
308.93
-
-
WBM Grading 3 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
459
-
-
Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
956.25
-
-
Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.
956.25
-
-
Mix Seal Surfaceing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509
956.25
-
-
Agricultural Conduit 300 mm dia
22.5
-
-
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 compound (where specified) and water finishing to lines and grade as per drawing and Technical
826.2
-
-
Providing and placing sausage wire crates of specified sizes made with 4mm G.I wire net of 100mm x 100mm square mesh including required lapping as directed of wire net, stitching with GI wire strongly, filling up the sausage wire crate with approved stone / laterite boulders of minimum 25kg each properly @ 0.90cum / cum and stitching the gap with GI wires, closing both ends with GI wire net including lapping all sides as directed, including trimming and preparation of bed by cutting or filling earth as required complete including cost of all materials and labours and all incidental charges in this connection
19.44
-
-
Boulder pitching on slop : Providing and laying filter meterial underneath pitching in slopes complited as per drawing and technicl specification clauses 1302
14.4
-
-
Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
43.2
-
-
ii) Km stone
3
-
-
iii) 200 m stone
6
-
-
900 mm equilateral & triangle , OR
1
-
-
600 mm equilateral & triangle, OR
15
-
-
600 mm circular , OR
14
-
-
600 mm x 600 mm rectangular, OR
6
-
-
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 of typical Citizen's Information board with Logo as per MORD specifications and drawing. Two nos. MS Plates of 1.6 mm thick, duly welded with 5mm thick steel plate on back on edges. The four nos. steel plates will be welded horrizontally with two nos. 75 mm x 75 mm of 12 SWG sheet tube post duly embedded in cement concrete M-15 grade blocks of 600 x 600 x 750 mm , 750 mm below ground level . The two nos steel plates will be welded vertically to two nos 75 mm x 75 mm of 12 SWG sheet tube post duly welded to vertical tubes . All M.S. will be stoved enamelled on both sides . Lattering 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 dwg. clause 1701 & annexure 1700-1.
2
-
-
Boundary Pillar Reinforced cement concrete M-15 grade bounday pilars of standards design as per IRC -25-1967 fixed in position inclding finisihing and lettering but excluding painting
42
-
-
Painting Two coats on New Concrete Surface Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surface
5.96
-
-
Providing and Laying of Hot Applied Thermoplastic Compound 2.5 mm thick reflectorising glass beads @250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 The Finished Surface to be level , Uniform and free from streakes and holes
50
-
-
Road Marking With Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface Providing and Laying of Hot Applied Thermoplastic Compound 2.5 mm thick reflectorising glass beads @250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 The Finished Surface to be level , Uniform and free from streakes and holes
270
-
-
Providing concrete for plain/reinforced concrete (M-15) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
172.13
-
-
Construction of granular sub-base by providing well graded material (Grading I) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401
87.75
-
-
Construction of subgrade and earthen shoulders with approved material with by volume of Local sand added to the soil obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
45.9
-
-
Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412
19.13
-
-
Earth work in excavation for foundation of structure upto 3.0 m depth as per drawing and technical specification clause 1104
29.8
-
-
Providing M15 (P.C.C 1:2.5:5) as leveling course in foundation Providing M15 (P.C.C 1:2.5:5) concrete for plain concrete in open foundations complete as per drawing and technical specifications clause 802,803,1202 & 1203
4.6
-
-
Plain /reinforced cement concrete in substructure complete as per drawing and technical specifications Clauses ,802,804,805,806,807, 1202 and 1204 (M-20)
26.84
-
-
Providing and laying RCC pipe NP 3 for culverts on first class bedding of P.C.C M 10 material in 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 as per clause 1106
7.5
-
-
Painting on Parapet wall ( Black & White Strips )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
20.64
-
-
Back filling behind abutment , wing wall and return wall complete as per drawing and technical specification Clause 1204,3.8 (With sandy Materials)
3.53
-
-
1st Year Maintenance cost
1.6
-
-
2nd Year Maintenance cost
1.6
-
-
3rd Year Maintenance cost
1.6
-
-
4th Year Maintenance cost
1.6
-
-
5th Year Maintenance cost
1.6
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements