Department Of Rural Development And Panchayats Tender
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Department Of Rural Development And Panchayats Tender
Civil And Construction
Opening Date23 Jan 2024
Closing Date7 Feb 2024
Tender Amount₹ 2,76,92,000
Costs
EMD
₹ 5,54,000Document 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
151955Bid Award Id
ViewTender No
151955Tender Authority
Department Of Rural Development And Panchayats ViewPurchaser Address
-Website
http://eproc.cgstate.gov.in
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Documents
BOQ Items
Dismantling of cement concrete pavements Dismantling of cement concrete pavements and breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000m.
-
-
1680
Scarifying Existing Granular Surface to a Depth of 50 mm
Scarifying existing granular/bituminous surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
-
-
15
Compacting original ground / Existing Embankement (i)Compacting original ground supporting embankement/subgrade Loosing , levelling and compacting original ground supporting embankement / subgrade to facilitate placement of first layer of embankement , scarified to a depth of 150 mm mixed with water at OMC and then compacted by compacted by rolling to achieve minimum dry density as given in table 300.1 and 300.2 for embankement construction as per Technical Specification Clause 301.4.1 ( Rd 700 to 850 m )
-
-
21
Removing all types of Hume pipes and stacking within a lead of 1000 m i/c Earthwork and Dismantling of masonary works as per Technical Specification clause 202 (A) Upto 600 mm dia Hume pipe -
67.5
11070
164
(B) above 600 mm to 900 mm dia Hume pipe -
-
-
222
(C) 900 mm dia Hume pipe -
-
-
380
Surface drain in soil- Construction of unlined surface drains of average cross section 0.4 sqm in soil to specified lines , grades , levels and dimension . Excavated material to be used in embankement with a lift upto 3 m and lead of 50 m ( average lead 25 m ) as per Technical Specification Clause 307
900
56700
63
Dismentling of Structures Dismantling of Exisisting structure like culvert , bridges retaining walls and other structure comprising of masonry , cement concrete , wood work i/c T&P and scaffolding wherever necessary Sorting the dismantled material disposal of unserviceable material with all lifts and lead of 1000m as per Technical Specification clause 202 (B) Cement Concrete
-
-
414
Dismentling of Structures Dismantling of Exisisting structure like culvert , bridges retaining walls and other structure comprising of masonry , cement concrete , wood work i/c T&P and scaffolding wherever necessary Sorting the dismantled material disposal of unserviceable material with all lifts and lead of 1000m as per Technical Specification clause 202 (C) Reinforced Cement Concrete
-
-
1045
Dismentling of Stone masonary as per Technical Specification clause 202. Dismantling of Exisisting structure like culvert , bridges retaining walls and other structure comprising of stone masonry i/c of unserviceable material with all lifts and lead of 1000m as per Technical Specification clause 202 (A) Rubble Stone masonary in lime / cement/ mud mortar
-
-
250
Excavation in cutting in soil with lead upto 50m:--Excavation for roadway in soil for caryying of cut earth to embankment site with all lift and lead upto 50m as per technical specification clause no. 302.3
721.38
46889
65
Excavation in hilly areas in soil by mechanical means including cutting andtrimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per technicalspecification
-
-
85
Construction of embankment with material obtained from roadway cutting:--a.Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
577.1
31740
55
Construction of embankment with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 (Beyond 250m)with all leads as per Technical Specification Clause 301.5(Having CBR more than 5)
11915.36
2097103
176
Construction of subgrade and earthen shoulders with approved material (Granular material having CBR more than 7) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.For Item No.3.12(a) & (b).
2132.48
383846
180
Construction of subgrade and earthen shoulders with approved material (Granular material having CBR not less than 10) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.
1891.22
378243
200
Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1)
(d)Crushed stone materials (CBR 35 or more), This item is to be used only, where local GSB material or GSB material with blending with other material is not available.
2218.52
2551299
1150
Grainular subbase with well graded material (table 400.1):---- Construction of granular 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 Specification Clause 401. a. having CBR value more than 20%(i) Crushed stone material
-
-
450
Construction of subgrade and earthen shoulders with approved material (Granular material having CBR not less than 10) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.
-
-
358
Bedding for Causeway / pipes Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105
20.86
19001
911
WBM Grading 1:-Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405.WBM Grading2
-
-
1374
Wet Mix Macadam:-Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
1619.95
2394280
1478
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 three wheel 80-100 kN static roller in stages to prope
-
-
1513
Prime coat 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
10799.64
464384
43
Tack coat (ii)Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
10799.64
140395
13
Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504 Bitumen(S-65) VG-30
-
-
7593
20mm thick Open-Graded Premix Carpet using Bituminous Binder Mixing with processed Waste plastic (as per IRC:SP:98-2013) by replacement of 8% Bitumen binder by weight. Providing, laying and rolling of 20mm thick open-graded premix carpet (Thickness not less than 20 mm at any place) composed of 13.2 mm graded aggregate size @ 0.18 cum per 10 sqm & 11.2 mm graded aggregate size @ 0.09 cum per 10 sqm using with bitumenous binder @13.43Kg per 10 sqm (i.e. 92% of standard Bitumen and 8% waste processed plastic by weight shall be used for coating aggregate after its heating) as per IRC:SP:98-2013, laying 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 as per Technical Specification Clause 508 to be followed by seal coat of either Type A , Type B or Type C as per Technical Specification
-
-
128
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 B as per Technical Specification Clause 510 Case II - Type B
-
-
43
Mix Seal Surfacing
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, Viscocity grade (VG) Bitumen specification as per IS 73:2006 Type B (II)
Bitumen (VG-30)
10799.64
1511949
140
Laying Reinforced Cement Concrete Pipe NP3 as per drawing and technical specification Clause 1402.6 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.(B)1000 mm dia
45
208440
4632
Providing and laying reinforced cement concrete pipe NP3 for Culverts/ Burried conduits on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106 (A) 600 mm dia
60
175680
2928
450 mm Dia
-
-
1961
300 mm Dia
-
-
1129
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 eveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
150
764550
5097
Cement Concrete cell fill 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 Specification Clause 1501
60
350160
5836
Dry Lean Cement Concrete Sub-base as per IRC:SP-49 (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 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601.)
-
-
2332
Roller Compacted Concrete Pavement Construction of Roller Compacted Concrete Pavement (RCCP) with coarse and fine aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum aggregate cement ratio of 5:1 mm and with minimum cemnt content of 310 kg per cum, aggregate gradation to be as per Table 602.2 after blending, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with 80-100 kN smooth wheel, tandem vibratory roller, to achieve, the designed flexural strength, finishing and curing as per drawings and Technical Specification Clause 1502
-
-
4529
Construction of Plain Cement Concrete Drain with P.C.C. grade M-15 including all shuttering/form work etc. complete as per drawings/technical specification and direction of engineer in charge.
22.5
85747
3811
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C grade M 20 ( For drain Cover - )
10.5
44940
4280
Excavation for structuresas per drawing and technical specifications Clause 305.1 including seting out, construction of shoring and bracing, removal of stumps and othar deletercus material and dis posal upto a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material .Oridanary soil (i) upto 3 m depth
772.28
195387
253
Ordanary Rock ( Not Requiring Blasting)
21.08
6661
316
Providing concrete for plain/ reinforced concrete in open foundations complet as per drawings and technical specification Clause 802,803,1202 & 1203 I. P.C.C. Grade M-10
-
-
3648
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C.M-15
849.47
3169379
3731
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C -M-25
-
-
4605
Providing pressure relief pipes 100 mm dia in bottom Slab of box cell Nos on a filter media base of 500 mm x 500mm as per drawing and as per drawing and technical specificationsClause 1205.5.7
-
-
546
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C grade M 15 (Nominal mix (1:2.5:5)
226.47
871451
3848
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specificationsClause 800, 1205.4 and 1205.5 (II)R.C.C. M 25 ( Dssign Mix)
24
125352
5223
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C grade M 20 (i) For nominal mix 1:2:4
-
-
4530
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
2.47
134604
54560
Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
40
9560
239
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of 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
-
-
1291
Drainage spouts complete as per drawing and technical specifications Clause 1209
8
12088
1511
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
30
9240
308
Providing and laying cement concrete wearing courese M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
-
-
9091
Filler Joint
III) Providing and fixing 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications
-
-
141
P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211
(i) Nominal mix (1:2.5:5)
-
-
3498
Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
-
-
10416
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (I) Granular material
451.85
330753
732
Filling in Foundation Trenches as per drawing and technical specification Clause 1108 & 305.3.9 Sand Filling
-
-
911
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
-
-
1440
Providing and Laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragement weighing less than 25Kg laid dry complete as per drawing and technical specifications Clause 1301
-
-
1440
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (I)Stone/Boulder
32.2
46368
1440
Providing and laying Filter Material underneath pitcing in slopes complete as per drewing specifications Clause 1302
-
-
1660
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
-
-
2054
Cautionary, mandatory, informatory direction and place identification sign boards. (A)Semi-Reflective Traffic signs upto 0.90 sqm
Direction and place indentification signs up to 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
-
-
4729
Retro- reflectrorized Traffic signs (Providing and fixing of retroreflectrorized cautionary, mandatory and informatory sign as perIRC:67-2012 made of Micro prismatic grade type reflective sheetingvide clause 801.3, fixed over aluminum sheeting, 1.5 mm thicksupported on a mild steel frame of size 40 x 40 x 5 mm and mild steelangle iron post 75 mm x75 mm x 6mm firmly fixed to the ground bymeans of properly designed foundation with M15 grade cementconcrete 45 cm x 45cm x 60cm, 60 cm below ground level as perapproved drawing)
( i ) 90 cm equilateral triangle
-
-
5170
Retro-Reflective Traffic signs Direction and place identification signs up to 0.9 Sqm. Providing and erecting direction and place identification of Retro reflectivesheeting classs A/ class B sign boards type IV as per IRC-67 made of 2 mmthick M.S. Sheet duly stoveenameled paint white colour in front and greycolour on back with reflective border of 70 mm width and required message,letters, figures with reflective tape of engineering grade as per MORI)specifications ofrequired shade and colour. Supported and welded on twonos.47 mm x 47 mm of 12 SWG square tube of 3050 mm height dutystrengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed tothe ground by means of properly designed foundations with M-15 gradecement concrete 450 mm x 450 mm x 600 mmr 600 mm below ground level as
per approved drawing and Technical Specification Clause 1701
19.44
121383
6244
Providing and fixing LOGO BOARD Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings.
1
6626
6626
Semi-Reflective Traffic signs
more than 0.90 sqm sign board
Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS 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
-
-
4667
Kilometre Stone Reinforced cement concrete M15 grade kilometre 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 (i) 5th Kilometre Stone (precast)
-
-
3700
Ordinary Kilometer Stone (Precast)
4
8776
2194
200 m stone (precast)
12
5556
463
Reinforced cement concrete M15 grade Guard Stone of size 200 mm x 200mm x 800 mm fixing in position including painting and printing etc. as per drawing, Technical Specification and as per direction of Engineer in Charge.
150
70800
472
Providing and Fixing Informtory and Logo Board of PMGSY Project (B) Providing and fixing of typical PMGSY 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 bothsides. 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
-
-
13749
A typical design of PMGSY informatory Sign Board is shown in fig. 12ffi.1The specification and installation details ofthe typical sign board are givenbelow: (i) The board will be a composite unit consisting of three plates of Alumininm
Composite Materials (ACM), material specifications are per Clause 1701.3.7The top most plate will be in diamond shape of 600 mn x 600 mm sizr, rivetedover welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size on back onedges. The middle plate will be 1200 mm 150 mm size riveted over welded rvr.s.angle iron frame of 25 mm x 25 nm x 5 mm size on back on edges. The mainIower most plate wiII be 1500 mn x 600 mm size, riveted over welded M.S.angle iron frame of 25 mm x 25 mm x 5 mm size welding of all the sheets overangle iron frame will be done neatly to have plain surface on one side. Theangle iron frames of the lower most plate and the middle plate will be weldedto two nos. 75 mm x 75 mm (12 SWG ) sheet tubes posts placed at 1125 mmapart centre to centre. The top of the middle plate wilt be flushed with the topof 75 nm dia medium steel tube posts and these posts will be embedded incement concrete M 15 grade blocks of 450 mm x 450 mm x 600 mm belowground level. The height of bottom of the lower nost plate will be 1200 mmfrom normal ground level and the bottom of middle plate will be 100 mmabove the top level of the lower most plate. The diamond shaped platemounted over angle iron frame will be connected to middle plate by squaremedium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of100 mm between the diamond shaped plate and middle plate and this squaresection will be welded to the bottom point of the diamond shaped plate.(ii) The lettering and borders etc. of middle and bottom plate, pMGSy logo ontop plates shall be as per clause 1701.4.6 messages/Borders. All the section offrame and posts will be painted with primer and two coats of Epoxy paint Thesteel tube below ground level will be painted with three coats of Epoxy paintThe design, painting and lettering shall be done as per approved drawing.
(iii) For warranty and durability the clause 1701.5 and for maintenance the
clause 1911 shall be applicable.
(iv) A reference number along with the month and year of installation should
be placed on the back of a sing in a contrasting colour or by stamping in
characters not exceeding 50 mm in height.
2
35398
17699
10.15(A) Providing and fixing 'Citizen Information Board' of PMGSY Project(A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back
3
42045
14015
Road marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per 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 streaks and holes.)
544
328576
604
Providing & Fixing tree studs in Square/ Round shape of 4” side/diameter made of 2 mm aluminum substrate (Confirming to IS:736-Material Designation 24345 or 1900) end reflective surface of High Intensity grade as specified in section 800.1.3 of MORT&H duly treated with HLVA and fixing the same with four Nos. high strength nails confirming to 1S:1367 on trees at site each
-
-
67
Speed Braker Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete and as directed by engineer in charge as per relevant clauses of MORD specifications.
A For 7.50 M Formation Width
2
45094
22547
Total Construction Cost
-
17405425
-
Maintenance of Road for Ist Year after Construction
3
90000
30000
Maintenance of Road for IInd Year after Construction
3
120000
40000
Maintenance of Road for IIIrd Year after Construction
3
210000
70000
Maintenance of Road for IVth Year after Construction
3
330000
110000
Maintenance of Road for Vth Year after Construction
3
450000
150000
Total maintenance cost
-
1200000
-
GRAND TOTAL
-
18605425
-
Add GST
-
3348976
0.18
Total cost incluiding 18 % GST
-
21954401
-
Say In
-
219
-
Asst. Engineer
-
-
-
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