Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Eprocure
Opening Date22 Jul 2019
Closing Date5 Aug 2019
Tender Amount₹ 5,59,83,000
Costs
EMD
₹ 11,19,660Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CERWI_79204_4Bid Award Id
ViewTender No
SERWSCSBD Online - 03/2019-20Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
TBM Pillar
55
-
588.82
Dismantling of existing structures like culverts, bridges, retaining walls and other sturcture comprising of masonry, cement concrete wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m as per Technical Specification Clause 202
72
-
390.48
Construction of embankment/ subgrade/ earthen shoulders with approved materials obtained from borrow pits transporting to site with all leads and lifts, including carriage by mechanical means, spreading, grading to required slope & compacted to meet requirement of table 300.1 and 300.2 as per Technical Specification Clause 301 (for embankment) / 303 (for subgrade & earthen shoulder) of MORD and as per direction of Engineer in charge.
37586.7
-
160.52
Excavation in Hilly Area in Ordinary Rock not requiring Blastig by Mechanical Means including Cutting and Trimming of side slopes and disposing of excavated Earth with a lift upto 1.5m and a lead upto 20m as per Techical Specification Clause 1603.2.
23750
-
222.84
Excavation in ordinary rockusing hydraullic ecavator of 0.9cum bucket capacity including Cutting and loading in tippers,transporting to embankment embnankment site with a lead upto 1000m. , Trimming buttom nd side slopes in accordance with requirements of lines, grades and cross-sections as[er technical specification clause302.3.5.
14250
-
48.54
Cuting in Disintegrated rocks not requiring blasting to be removed by picked axes and crow bars and depositing materials with 50m. Initial lead and 1.5m initial lift including rock dressing as per direction and specification of thhe department including stacking the usefull materials separately as order
9500
-
354.49
Construction of Embankment with material 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 of MORD as per direction of Engineer-in-Charge.
18412.8
-
28.44
Prooviding,laying and spreading gravel on a prepared sub-grade,pulverising,adding the designed quantity of cement to the spread soil ,mixing in place with rotavator,grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form alayer of sub base/baseas per technical specification clause 404.
4075.5
-
871.56
Prooviding,laying and spreading gravel on a prepared sub-grade,pulverising,adding the designed quantity of cement to the spread soil ,mixing in place with rotavator,grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form alayer of sub base/baseas per technical specification clause 404.
3705
-
1193.77
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 Technical Specification Clause 502 for low porosity surface and as per direction of Engineer-in-Charge.
37050
-
34.15
Providing and laying surface dressing as wearing course consisting of a layer of Bituminous binder using penetration grade bitumen VG-30 laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 KN static roller including cleaning the road surface as per Technical Specification clause 507 (First coat surface dressing)
37050
-
83.58
Providing and laying surface dressing as wearing course consisting of a layer of Bituminous binder using penetration grade bitumen VG-30 laid on the prepared surface,followed by a cover of crushed stone chipping of crushed stone aggregates of 9.5mm nominal size with Precoating of Chips with 1% of Bitumen by weight of Chips Crushed stone Chipping,9.5mm Size and rolling with 80-100 KN roller including cleaning the road surface as per Technical Specification Clause 507.
(Second Coat Surface Dressing)
37050
-
73.47
Fine dressing and turfing including transportation of turfs by mechanical means with all leads and lifts and placing the turfs in position and ramming with thappies including watering and cost of labour and all materials etc complete asper direction of Engineer-in charge.
37050
-
17.83
Construction of granular sub-base (Grading III) by providing well graded material, spreading in uniform layers with 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 Technical Specification Clause 401 as per direction of Engineer-in-Charge.
587.25
-
560.44
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 grading B to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of MoRD by manual means & as per direction of Engineer-in-Charge.
-
-
-
(a) WBM Grading - II
407.81
-
2617.52
Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 305.1 of MORD includding 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 with approved material upto 3mt. as per direction of Engineer-in-Charge.
1921.35
-
272.07
Construction of un-reinforced dowel jointed at expansion and construction joints, 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 fixing of 125micron thick polythene film, wedges, steel plate 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, & using plasticizer with out affecting the strength of concrete as per IS -9103 sealant, curring of concrete slab with water, finising to lines and grade as per drawing and Technical Specification Clause 1501 of
978.75
-
5915.39
Providing Plaincement concrete in Foundation complete as per drawing and technical specifications Clauses 800 & 1200 of MORD and as per direction of Engineer in charge
-
-
-
(b) P.C.C grade M 15 Nominal mix (1:2.5:5)
229.17
-
4729.73
Providing Plaincement concrete of M15 grade nominal mix (1:2.5:5) in Sub-structure complete as per drawing and technical specifications Clauses 800 & 1200 of MORD and as per direction of Engineer in charge.
618.65
-
4995.56
Providing and laying Reinforced cement concrete M-25 in Sub-Structurecompiete as per drawing and technical specification Clauses 802, 804,805, 806,807, 1202 & 1204 of MORD inluding cost,conveyance,royalties,taxes of all materials etc,complete as per direction of the Engineer -in-charge.
47.88
-
6435.39
Providing and laying Reinforced cement concrete M-25 in Super Sttructurecompiete as per drawing and technical specification Clauses 802, 804,805, 806,807, 1202 & 1204 of MORD inluding cost,conveyance,royalties,taxes of all materials etc,complete as per direction of the Engineer -in-charge.
53.45
-
6977.57
Providing Filter media to the rear of the abutment and wing wall using 53mm and down graded CBHG stone agregate 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.
176.61
-
2558.56
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge.
42.168
-
6770.11
Supplying, fitting and placing HYSD bar reinforcement in substructrue complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge.
807.975
-
6659.014999999999
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. of MORD specification for Rural roads and asper direction of Engineer-in charge
1559
-
173.02
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 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 as per direction of Engineer-in-Charge.
2
-
9819.01
Providing and fixing of typical PMGSY Citizen informatry sign board with Logo as per MORD specification and drawing. 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 to 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 and as per direction of the Engineer in Charge.
2
-
16091.29
Reinforced cement concrete M15 grade km stone / local stone of standard design as per IRC : 8 fixing in position including painting & printing etc. as per drawing and technical specification clause 1703 of MORD and as per direction of Engineer-in-Charge.
-
-
-
( A )5th Km. Stone
2
-
3224.13
( B )1 Km. stone
5
-
1974.38
( C )200 Mtr. stone
55
-
545.02
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701 of MoRD & as per direction of Engineer-in-Charge.
-
-
-
(a) 600mm equilateral triangle
15
-
1512.84
(b) 600mm dia circular
14
-
1837.35
Providing & fixing RCC M-15 grade boundary pillars / local stone of standard design as per IRC-25 fixed position including finishing & lettering as per drawing and Technical Specifications MORD clause 1704 of MoRD as per direction of Engineer-in-Charge.
276
-
869.74
Routine Maintenance
Routine Maintenance after completion of construction works for 1st Year
13.8
-
25317.748550724635
Routine Maintenance after completion of construction works for 2nd Year
13.8
-
48843.67246376812
Routine Maintenance after completion of construction works for 3rd Year
13.8
-
76575.32028985507
Routine Maintenance after completion of construction works for 4th Year
13.8
-
85283.49130434782
Routine Maintenance after completion of construction works for 5th Year
13.8
-
112055.48115942028
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