Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Eprocure
Opening Date10 Jun 2019
Closing Date24 Jun 2019
Tender Amount₹ 5,37,15,000
Costs
EMD
₹ 10,74,300Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CERWI_77808_1Bid Award Id
ViewTender No
SERWSCSBD Online - 02/2019-20Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
With mechanical lead upto 1000m
39010.94
6262036
160.52
Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross section, and transporting to the embankment location or disposal, with all lead and lifts as per Technical specification clause 302 of MORD and asper direction of Engineer-in charge.
436.32
15214
34.87
Construction of embankment with approved materials deposited site from roadway cutting and excavated from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 & 300.2 as per Technical Specification Clause 301.5
1663.66
47314
28.44
Fine dressing and turfing including transportation of turfs by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour & all materials etc. complete and as per the direction of the Engineer-in-Charge.
25502.61
454711
17.83
Providing and constructing well compacted drainage layer above the embankment as subgrade of roadwork and filling in foundation with approved quality of dust free washed coarse to medium sand and including all cost conveyance, royality and taxes as per item 5.8 of SP:20 and technical specification clause305.3.9 of MoRD etc. complete and as per direction of the Engineer -in- charge.
379.57
387897
1021.94
Construction of granular sub-base (Grading lll) by providing well graded local available material having liquid limit and plastic index not more than 25 & 6 percent respectively and with a minimum CBR value of 15 and spreading in uniform layers with tractor grader on prepared surface at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 402 of MORD including cost, conveyance royality and taxes of all materials required for the work, all labour & T & P required and as per direction of the Engineer -in- charge.
7576.86
5794630
764.78
Providing, laying, spreading and compacting stone aggregates of specific sizes and specification for Water Bound Macadam 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 greading-III having liquid limit and plastic index not more than 25 & 6 percentage respectively to fill-up the interstices of coarse aggregate, watering and compacting to the required density including cost, lead, lift royality and taxes of all materials required for the work, all labour & T & P required as per Technical Specification Clause 405 of MoRD by manual means etc. complete and as per direction of the Engineer -in- charge.
-
-
-
Grading No. -2 (63-45mm size) with crusable screening like moorum and sand admixure
2621.51
4574692
1745.06
Grading No. -3 (53-22.4 mm size) with crusable screening like moorum and sand admixure
2307.26
4304239
1865.52
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 of MoRD for low porosity surface including cost, lead, lift royality and taxes of all materials required for the work etc. complete and as per direction of the Engineer -in- charge.
30763.5
893064
29.03
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 503 of MoRD including cost, lead, lift royality and taxes of all materials required for the work etc. complete and as per direction of the Engineer -in- charge.
30763.5
311634
10.13
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using S-65 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 at site, laying and rolling with a three wheel 80-100 kN static roller , finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508 of MoRD including cost, lead, lift, royality and taxes of all materials required for the work by manual means etc. complete and as per direction of the Engineer -in- charge.
30763.5
4536385
147.46
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 of MORD with S-65 grade bitumen laid by manual means including cost, lead, lift royality and taxes of all materials required for the work complete and as per direction of the Engineer -in- charge.
30763.5
1533252
49.84
Constraction of un-reinforced plain cement concrete pavement over a prepared sub base, with 43 gradecement or any other type as per clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS :383, maximum size of coarse aggregates not exceeding 25mm. mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh, 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 shoveis, rakes compacted using needle, screed and plate vibrator and finished with continuous operation including provision of contraction and expansion construction joint, 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 finishing to lines and grade as per drawing and techincal specification clause 1501 and as per direction of the Engineer -in- charge.
711.6
4349043
6111.64
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials, dressing of sides and bottom etc. complete and as per direction of the Engineer -in- charge.
-
-
-
Foundation
2139.93
443093
207.06
Providing and laying renforcement in cement concrete in Foundation/ sub-structure/Super Structure complte as per drawing and technical specification Clauses 802, 804,805, 806,807, 1202 & 1204 of MORD inluding cost convyance royalities taxes all materials etc. complete and as per direction of the Engineer -in-charge.
-
-
-
RCC M-25
-
-
-
Raft
131.56
802622
6100.81
Deck Slab
131.56
954842
7257.85
Rib Hunch
173.79
1163708
6696.06
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
134.2
360069
2683.08
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
30.2
335226
11100.22
Supplying, fitting and placing HYSD bar reinforcement (Fe415) as per drawings technical specification Clauses 1002,1005,1010 & 1202 of MORD etc including cost convyance taxes of all materials, costs of all labours, T & P required for the work etc complete and as per direction of the Engineer -in- charge.
-
-
-
In Foundation
92.09
565815
6144.02
In Sub-structure
126.4
788817
6240.45
In Super-structure
92.09
584926
6351.54
Providing and Laying filter media with granular crushed aggregates as per specification not less than 600 mm thick with smaller size towards the soil and the bigger size towards the wall and providing the entire surface behind the abutment, wing wall, return wall to the full height, compacted to firm condition compelte as epr drawing and technical specification Clause 1204.3.8 of MORD etc including cost convyance royalities, taxes of all materials cost of all labours etc complete and as per direction of the Engineer -in- charge.
205.25
337387
1643.79
Providing and laying reinforced cement concrete pipe NP3 for culverts on concrete cradle bedding of PCC M-10 in single and 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 Clause 1106 of MoRD etc. complete and as per direction of the Engineer -in- charge.
-
-
-
600 mm dia Single row
30
91355
3045.18
1000 mm dia Single row
30
186475
6215.84
1000mm dia Double row
30
374250
12475.03
Plain Cement Concrete M-15 grade nominal mix (1:2.5:5) in foundation complete as per drawing and technical specification clauses 802,804, 805, 806, 807, 1202 & 1204 of MORD with using 40mm,20mm,10mm stone aggregates including cost convence royality taxes of all materials etc complete and as per direction of the Engineer -in- charge.
-
-
-
Hp culvert pipe bed
866.11
4241894
4897.64
Plain Cement Concrete M-15 grade nominal mix (1:2.5:5) in sub-structure complete as per drawing and technical specification clauses 802,804, 805, 806, 807, 1202 & 1204 of MORD with using 40mm,20mm,10mm stone aggregates including cost convence royality taxes of all materials etc complete and as per direction of the Engineer -in- charge.
-
-
-
Hp culvert
785.63
4064189
5173.16
Providing and laying boulder appron for bed protection / Pitching on slope with stone boulders of minimum size and weight as per Table 1300.1, using no fragment weighing less than 25 kg laid dry complete over back filling of filter materials as per drawing and technical specifications Clause 1301 of MoRD etc. complete and as per direction of the Engineer -in- charge.
477.22
836647
1753.17
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 of MoRD etc. complete and as per direction of the Engineer -in- charge.
7
7314
1044.99
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 as per section 600,700&1200 of MoRD etc. complete and as per direction of the Engineer -in- charge.
385
67082
174.24
Providing and fixing of typical masonry PMGSY informatory sign board with Logo as per MORD specifications and drawing. Brick masonry board with writting area 1.5mx0.9m and 0.115m border. 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 of MoRD etc. complete and as per direction of the Engineer -in- charge.
1
9861
9861.33
Providing and fixing of typical PMGSY logos made of 1.6mm thick MS sheet duly stove enameled on both side with lettering and printing arrows, border etc.will be painted with ready mixed synthetic enamel paint of superior quality in required shade & colour fixed & supported on 75mmx75mmx6mmM.S.angle 3500mm long firmly fixed to the ground by means of properly foundation with M15 grade c.c. 450x450x600mm ,600mmbelow ground level as per drawings & tech. specification clause 1701 and as per direction of the Engineer -in- charge.
5
9292
1858.5
Providing and fixing of semi-reflectorised cautionary, mandatory and iformatory sign as per IRC-67 made of 1.5mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 65mm width & required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 fixed & supported on 47mmx47mmx12SWG sheet tube 3050mm long firmly fixed to the ground by means of properly foundation with M15 grade c.c. 450x450x600mm ,600mmbelow ground level as per drawings & tech. specification clause 1701.2.2 and as per direction of the Engineer -in- charge.
90
167265
1858.5
Providing and fixing of semi-reflectorised direction & place identification sign as per IRC-67 made of 2mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 70 mm width & required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 fixed & supported on 47mmx47mmx12SWG sheet tube 3050mm long duly strenghting by 25mmx5mm flat iron on edges firmly fixed to the ground by means of properly foundation with M15 grade c.c. 450x450x600mm ,600mmbelow ground level as per drawings & tech. specification clause 1701.2.2 and as per direction of the Engineer -in- charge.
5
7669
1533.99
Providing and fixing of typical PMGSY Citizen sign board with logo as per MORD specifications and drawing. Two MS plates of 2mm thick, top & middle plate duly welded with MS flat iron 25mmx5mm size on back on edges. The flat iron frame of both plate will be welded to 2nos 75mmx75mm of 12SWG sheet tubes posts duly embeded in C.C. M-15 grade blocks of 600mmx600mmx750mm, 750mm below ground level. The top most dimond plate will be welded to middle plate by 47mmx47mm of 12SWG steel tube. All M.S. will be stove enameled on both sides. Lettering & printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quailty in required shade & colour. All sections of framed posts & steel tubes will be painted with primer & two coats of paint as per drawing clause 1701 and Annexure 1700.1
5
80909
16181.96
Reinforced cement concrete M15 grade Kilomitre stoneof Standard design as per IRC:8 fixing in position including painting, lettering in accordance with the specifications Clause 1703 of MoRD . etc. complete and as per direction of the Engineer -in- charge.
-
-
-
Fixing of 5th. Km. Stone
2
6556
3278.29
Fixing of Km. Stone
9
18128
2014.33
Fixing or 200m Stone
36
19625
545.15
Guide Post (M-20)
90
60983
677.59
Routine Maintenance
Routine Maintenance after completion of construction works for 1st Year
9
459900
51100
Routine Maintenance after completion of construction works for 2nd Year
9
594870
66096.67
Routine Maintenance after completion of construction works for 3rd Year
9
713083
79231.44
Routine Maintenance after completion of construction works for 4th Year
9
848062
94229.11
Routine Maintenance after completion of construction works for 5th Year
9
966369
107374.33
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