Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date26 Mar 2019
Closing Date29 Apr 2019
Tender Amount₹ 4,87,39,679
Costs
EMD
₹ 9,74,794Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEMEG_76871_1Bid Award Id
ViewTender No
2018-19(III)-MG/01/03/18Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Construction of granular sub-base with locally available graded material, spreading in uniform layers with motor grader on prepared surface, watering to OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification/ direction of EE.
2862.9
-
1796.32
Water Bound Macadam Sub-base/Base:
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
-
-
-
Grading-2 (A) By manual means
1572.94
-
3180.89
Grading-3 (A) By manual means
1572.94
-
3374.84
Bituminous work
-
-
-
Prime Coat:
(i) Low porosity: Providing and applying primer coat with bitumen emultion (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 Clause 502.
20972.5
-
34.26
Tack Coat:
(III) Providing and applying tack coat with bitumen emultion (RS-1) Using emultion distributor at the rate of 0.25-0.30 Kg/sqm on the prepared granular surface treasted with primer & cleaned with hydraulic broom as per technical specification clause 503.
20972.5
-
16.28
20mm thick Open-Graded Premix Carpet using Bituminous Emulsion as per Technical Specification clause 508.2
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
20972.5
-
213.92
Seal coat:
Providing and laying seal coat sealing the voids in a bitumenious surface laid to the specified levels, using cold emulsion grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510.
A. By Manual Means
Case - I : Type C
20972.5
-
85.31
Construction of sub-grade and earthen shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, etc. and compacting to meet requirement of Table 300.2 with lead upto 1000m…. (For earthen shoulders)
14067.9
-
320
Construction of unlined surface drain: Construction of unlined surface drain to the area of 0.40 sqm in soil to the specified lines,grade ,level and dimensions.Excavated materials to be used in embankment with a lift upto 3m and lead upto 50m (average lead 25m)as per Technical Specification Clause 307. (A) Manual means
3700
-
60
Construction of CC Line Drain M10 (1:3:6)
-
-
-
Earthwork in excavation for structures as per drawing and technical 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 side
(c) Ordinary Rock (not requiring blasting). (i) Upto 3 m depth
273.15
-
256
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
69.805
-
2644.4
Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203. I. PCC Grade M10, Nominal Mix (1: 3: 6)
100.155
-
7021.17
Cement plaster 15 mm thick 1:4 on stone masonry
546.3
-
276.08
Construction of single opening hume pipe culvert
-
-
-
Earthwork in excavation for structures as per drawing and technical 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 side
(c) Ordinary Rock (not requiring blasting). (i) Upto 3 m depth
114
-
256
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
Rate as per Rate Analysis Format F-8
8.064
-
7021.17
Bedding for pipe
(ii) Type B(First Class) Bedding
Laying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii)
(i) Sand Filling
Rate as per Rate Analysis Format F-8
18.016
-
6962.14
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
90.296
-
5395.74
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
Rate as per Rate Analysis Format F-8
108
-
276.08
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
Rate as per Rate Analysis Format F-8
25
-
9681.6
Construction of double opening hume pipe culvert
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-
-
Dismantling of existing structure
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding, etc. Manual means (B) Cement concrete
1.272
-
524
Dismantling of existing structure
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding, etc. (B) Cement mortar
19.8
-
403
Removing all types of hume pipe and stacking within a lead of 1000m including earthwork and dismantling of masonry works as per technical specification clause 202 (C) Above 900mm dia hume pipe
12.5
-
361
Earthwork in excavation for structures as per drawing and technical 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 side
(c) Ordinary Rock (not requiring blasting). (i) Upto 3 m depth
86
-
256
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
Rate as per Rate Analysis Format F-8
16.2
-
7335.31
Bedding for pipe
(ii) Type A(Contrete Cradle) Bedding
Laying concrete cradle bedding with M15 concrete as per clause 1105
26.46
-
7279.13
Stone masonry work in cement mortar in foundation complete of head walls as per drawing and technical specifications Clauses 1109. (A) In 1:4 cement mortar
29.71
-
4748.23
Stone masonry work in cement mortar in foundation complete in substructurecomplete as per drawing and technical specifications Clauses 702, 704, 1202 and 1204. (A) In 1:4 cement mortar
36.06
-
7356.71
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
5.94
-
3053.6
Filling in foundation trenches as per drawing and technical specification clause 305.3.9
5.14
-
1837.2
Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5m, transporting to site, spreading, grading to required slope and cmpacting to meet requirement of tables 300.1 and 300.2.
67.94
-
336
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
Rate as per Rate Analysis Format F-8
25
-
9458
Construction of 6m span bridge
-
-
-
Earthwork in excavation for structures as per drawing and technical 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 side
(c) Ordinary Rock (not requiring blasting). (i) Upto 3 m depth
741
-
256
Providing concrete for plain/concrete in open foundation as per drawing and technical specification clause-802,803,1202 & 1203.PCC 1:3:6
36.342
-
6341
Providing cement concrete in sub-structure complete as as per drawing and technical specification clause-802,804,805,806,807,1202 & 1204. PCC grade M15 : (i): Nominal mix (1:2.5:5).
294.62
-
6577
Supplying,fitting and placing HYSD bar reinforcement (Fe415) in super structure complete as per drawing & tech. specifications clauses 1002, 1010 & 1202.
3.559
-
80628.6
Providing & laying RCC in superstructure as per drawing & tech specifications clauses 800, 1205.4 & 1205.5.
16.6
-
8649
RCC M25
23.86
-
9236
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
117.3
-
2064
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
12
-
359
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
32
-
491
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
3.552
-
14735
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
90
-
1569
Construction of embankment with material obtained from borrow pits with a lift upto 1.50 m , transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5.
3111.841
-
336
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 Technical Specification Clause 301.4.1.
216
-
39
Construction of 12m span bridge
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-
-
Earthwork in excavation for structures as per drawing and technical specifications, etc
951
-
321
Providing concrete for plain/concrete in open foundation as per drawing and technical specification clause-802,803,1202 & 1203.PCC 1:3:6
47.36
-
6341
Providing concrete for plain/concrete in open foundation PCC Grade M20 (Nominal 1:2:4)
164.56
-
7119
Providing concrete for plain/concrete in sub-structure PCC Grade M20 (Nominal 1:2:4)
190.092
-
8035
Providing concrete for plain/concrete in super-structure PCC Grade M25
79.7
-
9236
Supplying,fitting and placing HYSD bar reinforcement (Fe415) in super structure complete as per drawing & tech. specifications clauses 1002, 1010 & 1202.
5.181
-
80628.6
Drainage sprouts
10
-
1450
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
82.8
-
2064
Providing and laying buried expansion joint.
4
-
2420
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
5
-
14735
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
216
-
1569
Construction of embankment with material obtained from borrow pits with a lift upto 1.50 m , transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5.
781.71
-
336
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 Technical Specification Clause 301.4.1.
216
-
39
Protection works
-
-
-
Earthwork in excavation for structures as per drawing and technical 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 side
(c) Ordinary Rock (not requiring blasting). (i) Upto 3 m depth
438.765
-
256
Stone masonry in cement mortar 1:5
539.04
-
5395.74
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
89.25
-
2064
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
44.64
-
276.08
Providing and fixing 'Logo' of PMGSY: 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
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-
-
Citizen Informatory Board of PMGSY (As per SOR of 2015-16)
1
-
36368
Providing & fixing Logo of PMGSY ((As per SOR of 2015-16) )
1
-
36368
Logo Board at every 2 Km (As per SOR of 2015-16)
13
-
36368
Maintenance
-
-
-
1st Year
6.4
-
113319.22
2nd Year
6.4
-
124651.09
3rd Year
6.4
-
137116.25
4th Year
6.4
-
150827.81
5th Year
6.4
-
165910.63
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