Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date6 Jul 2018
Closing Date24 Jul 2018
Tender Amount₹ 3,02,18,000
Costs
EMD
₹ 6,04,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CERWI_65772_8Bid Award Id
ViewTender No
SERWSCSBD Online-05/2018-19Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
TBM Pillar
33
19322
585.53
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
22264
309.23
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.
21456.07
3307882
154.17
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.
7387.5
1479494
200.27
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.
4432.5
212139
47.86
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
2955
798736
270.3
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.
6501.93
182314
28.04
Construction of Granular sub-base (Gradign III) by providing well graded material, spreading in uniform layers with grader on prepared surface, mixing by mix in place method if required with rotavator to achive PI value less then 6 at compacting at OMC with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 of MORD specification for Rural roads by mix in place method and as per direction of Engineer-in charge.
4024.5
2598418
645.65
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
29.53
74453
2521.29
(b) WBM Grading - III
1710
4517409
2641.76
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.
22800
744420
32.65
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)
22800
1844748
80.91
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)
22800
1625412
71.29
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.
22800
368676
16.17
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.
1489.2
308353
207.06
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
472.5
2811483
5950.23
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)
254.46
1211845
4762.42
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.
690.32
3472406
5030.14
Providing and laying reinforced cement concrete of M-25 grade in Sub-structure complete as per drawings and technical specifications Clause 800 & 1200 of MoRD and as per the direction of the Engineer-in-charge
16.08
104934
6525.78
Providing and laying reinforced cement concrete of M-25 grade in Super structure complete as per drawings and technical specifications Clause 800 & 1200 of MoRD and as per the direction of the Engineer-in-charge
25.05
177184
7073.24
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.
143.4
337530
2353.77
Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and MORD technical specification Clause 800,1000 and 1200 and asper direction of Engineer-in charge
16.68
172115
10318.69
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.
19.68
109021
5539.71
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.
135.07
736781
5454.73
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
932
158495
170.06
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
16876
8438.42
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
27320
13660.41
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
5988
2994.33
( B )1 Km. stone
5
9295
1859.02
( C )200 Mtr. stone
33
16137
489.02
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
22212
1480.86
(b) 600mm dia circular
8
14425
1803.22
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.
166
105282
634.23
Routine Maintenance
Routine Maintenance after completion of construction works for 1st Year
8.3
180791
21782.15
Routine Maintenance after completion of construction works for 2nd Year
8.3
355428
42822.7
Routine Maintenance after completion of construction works for 3rd Year
8.3
556261
67019.43
Routine Maintenance after completion of construction works for 4th Year
8.3
620571
74767.64
Routine Maintenance after completion of construction works for 5th Year
8.3
813919
98062.59
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