Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 9,27,600Document Cost
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Description
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Contact
Tender Id
2018_CERJ_62822_2Bid Award Id
ViewTender No
NIT-04-PMGSY-18-19 ACE PWD UdaipurTender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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Excavation in hard rock (requiring blasting) with disposal upto 1000m. Excavation for roadway in Hard rock(requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirement of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5m and leads upto 1000m as per Technical specification Clause 302.3.5
22.6
3978
176
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Construction of Embankment with material obtained from Roadway cutting. Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification Clause 301.5
2107.65
71660
34
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Construction of Embankment with Material from Borrow Pits. Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compaction to meet requirement of Table 300.1 and 3002.2 with a lead upto 1000m as per Technical specification Clause 301.5. Material obtained from Government land / within R.O.W.
11448.44
1442503
126
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Setting Out. Consturction of reference bench mark, working bench mark on road side and near all drainage structure and bridges (as per MORD data book drawing No. 200.1) & Construction of reference pillars/ burjees @ 50 m interval on both side of the formation width (as per MORD data book drawing No. 200.2) in RR stone masonry 1:5 CM and 20mm thick cement plaster on all pillars in 1:4 CM inclusive of marking of center line, setting out curves, levelling, white washing, painting, lettering etc. as per MORD specification Clause 108.
10
561550
56155
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Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
8344.38
208610
25
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Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Specification Clause 401. For Grading III Material
1452.86
650881
448
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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 MoRD Specification Clause 406.By Mechanical Means with 1 km lead
6859.57
7648421
1115
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Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per MoRD Specification Clause 303.1.
12187.5
1547813
127
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Primer Coat Low 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 0.70-1.0 kg/sqm using mechanical means as per MoRD Specification Clause 502
28853.48
1211846
42
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Tack Coat 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 50.
28853.48
432802
15
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Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penitration grade bitumen or emulsion to required line, grade and level to serve as waering course on a previously prepared base, including cutting of plastic waste and mixing of aggregate and plastic waste cutting in a hot mix plant, laying and rolling with a three wheel 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRD specification Clause 508. Bitumen VG-30 (By mechnical means) Waste Plastic-8% of bitumen
28853.48
3693245
128
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Seal Coat, Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type A , Type B and Type C as per Technical Specification Clause 510. By mechanical means case-III: Type C Binder 6.5 Kg / 10 Sqm, Aggregate 0.09 Cum / 10 Sqm) Bitumen (VG-30)
28853.48
1384967
48
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Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
-
-
-
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Ordinary Kilometer Stone (Precast)
10
15890
1589
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200 m stone (precast)
40
14560
364
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Semi Reflective Traffic Sign, Providing and fixing of semi reflective cautionary mandatory and informatory sign board as per IRC : 67 made of 1.5 mm thick MS sheet duly stove white colour in front and grey colour on back with red reflective border of 65 mm width and required letters and figure with reflective tape engineering grade as per clause 1701.3.9 of MORD for rural roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to ground by mean of properly designed foundation with M-15 grade cement concrete 450 mm x 450mm x 600 mm, 600 mm below grund level as per approved drawing Clause 1701.2.2 (i) 600 mm equilateral triangle
100
166800
1668
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Direction and Place Identification signs upto 0.9 sqm size board Retro-reflectorised Traffic Signs Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRD Specification Clause 1701 upto 0.9 sqm size board
10.8
93182
8628
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Supply & fixing of PMGSY logo with definition plate as per MORD design / drawing on 2 mm thick M S plate framed to angle iron 40 x 40 x 5 mm on MS post of angle iron of size 65 x 65 x 6 mm 3 m long stove enamelled paint with hold fast including orange luminous colour paint on logo size of diamond plate 600 x 600 mm definition plate 900 x 250 mm fixed to the ground by means of properly designed foundation 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.
5
14885
2977
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Providing and Fixing 'Logo' of PMGSY Project, Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specification and drawing three MS plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x5mm 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 & flat iron frame of middle plate will be welded to 2 Nos. 75mm x 75mm of 12 SWG sheet tubes post duly embedded in cement concerete M-15 grade blocks of 450mm x 450mm x600mm, 600 mm below ground level The top most diamond plate will be welded to middle plate by 47 mm 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 painetd with primer and two coats of epoxy superior quality in required shade and colour all sections of framed posts and steel tube will be painetd with primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.1
1
10822
10822
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PMGSY Citizen's Information Board, Providing and erecting typical Citizens information board as per approved drawing & specification of MORD, made of two MS sheet of 1.6mm thick each of size 900 mm x 750 mm stiffened by angle iron 25mm x 25mm x 3mm all around the plate and plates fixed on of MORD, made of two MS sheet of 1.6mm thick each of size 900 mm x 750 mm stiffened by angle iron 25mm x 25mm x 3mm all around the plate and plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050mm with angle hold fast and horizontal member 900 mm ) to be joined by 5mm thick MS plate at 12 places (65mm x 50 mm ) duly emedded in cement concrete M-15 garde of block of 600 mm x 750 mm size below ground level as per enclosed drawings & as directed by engineering in charge . All MS will be stove enameled on both side with required shade and colour etc. complete in all respect. All section of framed post and steel tube will be painted with primer and two coats of epoxy paint as per drawing and as per MORD specification.
1
8712
8712
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Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702.
3000
270000
90
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Boundary Pillar Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and MoRD Specification Clause 1704
125
48250
386
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Providing and laying rounded hump type speed breakers for crossing speed 25 km/h as per IRC design including providing and applying bitumen emulsion tack coat, making speed breaker in designed profile with bituminous macadam, providing seal coat type B for sealing the voids and marking chequered pattern with thermoplastic paint complete as per IRC : 99-1988 3.70 meter wide and 10 cm high for general traffic
28
81760
2920
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White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
1805
21660
12
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Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per MoRD Specification Clause 301.4.
30000
210000
7
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Compacting Original Ground Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per MoRD Specification Clause 301.4.1.
30000
360000
12
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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,
1875
10380000
5536
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Excavation for Structures Earthwork in excavation for structures as per drawing and MoRD specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth
1530
272340
178
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10Nominal mix 1:3:6.
731.17
2580299
3529
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4)
460.9
1857888
4031
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Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11 75 mm thick.
1357.84
483391
356
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Excavation for Structure, Earthwork in excavation for structure as per drawing and technical specification clause 305.1 incl. Setting out, construction of shoring and bracing removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottoms and backfilling in trenches with excavated suitable material. (B) Ordinary Rock (not requiring blasting ) Upto 3m depth
1841.94
408911
222
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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. 600 mm dia.
75
113925
1519
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry In cement mortar 1:4
1643.82
5120499
3115
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Plastering with cement mortar (1:4) , 20 mm thick on stone work in substructure as per technical specification Clauses 613.4 & 1205
1472.34
241464
164
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Excavation for Structure, Earthwork in excavation for structures as per drawing and MoRD specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary soil Upto 3 m depth
122.92
27288
222
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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
36.46
27236
747
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia
15
55680
3712
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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.
876
80592
92
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row 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. 1000 mm dia.
7.5
55905
7454
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Backfilling behind abutment, wing wall and return wall complete as per drawing & technical specification Clause 1204.3
892.5
505155
566
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Total Construction Part
1
42450398
-
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Routine Mainteenance work After Completion of works for Five Year Fixed Amount
-
-
-
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1st year (1.12% of Total Project cost)
10
476550
47655
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2nd year (1.43% of Total Project cost)
10
608450
60845
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3rd year (1.83% of Total Project cost)
10
778650
77865
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4th year (2.15% of Total Project cost)
10
914810
91481
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5th year (2.47% of Total Project cost)
10
1050970
105097
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Total Estimated cost for Maintenance work 9% Of Construction Cost
10
3829430
382943
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