Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Excavation
Eprocure
Opening Date2 Feb 2019
Closing Date14 Feb 2019
Tender Amount₹ 23,84,10,691
Costs
EMD
₹ 47,68,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Road From Jejudada-tagangwarang Road To Papiwa Solung(stage-full)
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_CEAR_73722_1Bid Award Id
ViewTender No
AR0305032Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
(I) In area of thorny jungles
7.21
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S H : SETTING OUT
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Construction of reference pillars as per Fig 1600.1 (b) as per drawing and techinical specification Clause1602.1
75
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Construction of back pillars as per Fig 1600.1 (c) as per drawing and techinical specification Clause1602.3
25
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DPR preparation , Trace Cutting i/c Survey & Investigation for Hilly Areas. Sub mountainous area with cross slope between 10% to 25%
16.02
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SH: EARTHWORK IN ROAD FORMATION { Formation cutting }
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Excavationof earth work in kinds of soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
430842.68
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SH : EARTHEN DRAIN
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Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1
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a) In Soil
7699.2
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b) In Ordinary Rocks
5132.8
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SUB-HEAD:- CRM side Drain
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Construction of CRM side drain 15cm thick both side wall height 0.32cm in 1:4 CM with hardstone, cc base in M10(cc 1:3:6) 15cm thick i/c inside pointing in cement morter 1:4 i/c earthwork complete as per drawing and direction of engineer incharge.
3000
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SH: STRUCTURE
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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 sides and bottom and backfilling in trenches with excavated suitable material. Upto 3 mtr depth
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(i) Ordinary soil upto 3m depth
5055.11
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(ii) Ordinary rock (Not requiring blasting) upto 3m
4663.52
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(iii). 3 mtr to 6 mtr depth
277.56
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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 i) Nominal mix 1:3:6
63.1
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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 I. P.C.C grade M 10 Nominal mix 1:2.5:5
518.52
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Coursed Rubble masonry ( 1st sort ) In 1:4 cement mortar
1954.64
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Coursed Rubble masonry ( 2nd sort ) In 1:4 cement mortar
1282.01
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Coursed Rubble Masonry (2nd sort) in cement mortat 1:3
182.02
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 With Granular material
1026.5
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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
898
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. For design mix RCC M 20
108.72
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Providingand laying reinforced cement concrete in superstructure as per drawing and technical specifications clause 800,1205.4 and 1205.5 (RCC M25)
259.49
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
33.61
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Drainage spouts complete as per drawing and technical specification clause 1209.
20
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. For height upto 5 m. (RCC Grade M20)
659.68
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Plain/reinforced cement concrete in superstructure complete as per drawing and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204. ( RCC M20 Ht upto 20.00Mtr
9.39
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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
37.96
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Providing and laying of an elastometri slab expansion joint complete as per approved drawing and approved specification to be installed by manufacture/supplier or their authorised representative ensuring compliance to the manufacture's.
12
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Providing and laying wire created boulder structures boulder size 22.5 cm to 45 cm having 25 kg average weight for each i/c dumping/laying in S.W.G. Wire mesh of 10 cm x 10 cm (woven diagonally) 4mm dia i/c packing with small size stone spalls and carrying of boulders from a lead of 50 mtr and lift up to 1.5 mtr i/c lying properly the mesh by cutting the mouth and hoisting of wire where felt necessary as per direction of Engineer-in-Charge technical specifications Clause 1301. ( Based on SDB Rural Road Chapter-14, Item No.14.2)
170.1
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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.
260.12
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (a) R.C.C M 25
56.4
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
1.49
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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.
12.31
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Providing and laying a buried expansion joint, covered with 12 mm thick, 200 mm wide galvanised weldable structrual steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia, 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, as per technical specifications Clauses 1207.2.3
12
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Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
4
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SH: Hume HPC 1000 mm dia.TYPE-I (As per IRC SP-20-2002 & SP :48-1998)
-
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Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
884.01
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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
48.34
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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)]
20.8
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Bedding for Pipe [ Type A ( Concrete Cradle ) Bedding ]
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Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
43.12
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Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109 [In 1:4 cement mortar]
433.69
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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]
65
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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
22.47
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 [Granular material]
289.79
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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
208
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
133.2
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 [R.C.C grade M 20 For design mix RCC M 20]
37.1
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
2.98
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SUB-HEAD:- EARTHEN SHOULDER
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Construction of sub-grade 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
7480.62
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SH: Granular Sub-base with Well Graded Material (Table 400.1) By Mix in place methods
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor 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 Clayse 401.4 as per Technical Specification Clause 408.(i)Using naturally occuring gravel
9476.25
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SUB-HEAD:- WBM Grading-III
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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 in static roller in stages to proper grade and camber, applying and brooming, stone screening to fill-up the intersties of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405 i) By Manual Means
3705.03
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SUB-HEAD:- P.M.C (Prime Coat of Medium porosity)
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface granular base i/c cleaning of road surface and spraying primer @ 0.90 - 1.20 kg/sqm using mechanical means as per technical specification clause 502.
49356.9
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Tack Coat
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Providing and applying tack coat with bitumen emulsion (RS-I) using emulsion distributor @ 0.20 to 0.25 kg/sqm on the prepared bituminus surface cleaned with hydraulic broom as per technical specification clause 503.
49356.9
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20 mm thick open graded primix carpet using bitumineous binder.
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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.
49356.9
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SH: Seal Coat
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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
49356.9
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SH: Sausage wire crated boulder Protection Structure
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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 sides and bottom and backfilling in trenches with excavated suitable material.
1425
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Providing and laying wire created boulder structures boulder size 22.5 cm to 45 cm having 25 kg average weight for each i/c dumping/laying in S.W.G. Wire mesh of 10 cm x 10 cm (woven diagonally) 4mm dia i/c packing with small size stone spalls and carrying of boulders from a lead of 50 mtr and lift up to 1.5 mtr i/c lying properly the mesh by cutting the mouth and hoisting of wire where felt necessary as per direction of Engineer-in-Charge technical specifications Clause 1301. ( Based on SDB Rural Road Chapter-14, Item No.14.2)
1140
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S H : SIGN BOARD & ROAD FURNITURE
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Reinforced cement concrete M15 grade kilometre stone/local 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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i. 5th Kilometre Stone (precast)
6
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ii. Ordinary Kilometer Stone (Precast)
21
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II. Traffic Signs
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Providing and fixing of typical PMGSY Citizen information sign board with logo as per MORD specifications and attached drawing. Two M.S plates/boards of 1.6 mm thick, duly welded with MS flat iron cleat 50 mm x 5o mm size on edges. Top and botttom plate will welded to 2 nos. 75 mm tubes posts duly embedded in cement concrete M-15 grade blocks of 600 x 600 x750 cm below ground level . All MS will be stove enameled on both sides. Lettering and printing arrows, boarder etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and clour. 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. The rate inclusive of all material, fitting and fixing at site etc.
1
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Provision and fixing of traffic signs for limited period at suitable locations in construction zone comprising of warning zone,approch transition zone,working zone and terminal transition zone with a minimum distance of 2-3 from the edge of the carriage way. the bottom edge of the lowest sign plate to be not less than 2m above the road level,fixed on600mmx699mmx6mm angle iron post, founded and installed as per approved design and drawings,removed and disposed of after completion of construction work,all as per IRC:SP:55-2001.
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a. Road ahead closed.
1
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b. Men at work.
1
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c. Slow
1
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d. Diversion.
1
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e. Stop.
1
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50 mtr Long Span Bridge (LSB)
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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 sides and bottom and backfilling in trenches with excavated suitable material.Ordinary soil Upto 3 m to 6 mtr depth
51.72
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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 10 Nominal mix 1:3:6
62.24
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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
R.C.C. grade M 25
380.66
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Backfilling behind abutment, complete as per drawings & technical specification Clause 1204.3.8
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i)Granular Material
53.2
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ii) Sandy Material
230.8
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Providing weepholes in stone masonary, 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 technica
112
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Supplying, fitting and placing with TMT bar reinforcment (Fe 415) in foundation complet as per drawing and techanical specification Clauses 1000,&1202
8.36
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Supplying, fitting and placing with TMt bar reinforcment (Fe 415) in substructure complete as per drawing and techanical specification Clauses 1002,1005,1010&1202
47.51
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Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
2.2
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Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
2.5
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Supplying fabricating and fixing in position steel Bailey Bridge including hand railing,post etc. and erecting the same with necessary stagging and strutting as per approve drawings and finished with two coats alluminium finished paint over two coats of zinc chromate primer including necesary load testing as specified in IRC code and also as directed by the Engineer-in-charge complete.
1
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Protection Works :
-
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Providing & laying of boulder apron laid in wire crates with 14mm dia GI wire conforming to IS : 280 in 100 mm x 100mm mesh (woven diagonally) including 10% extra for laps 7 joints laid with stone boulder weighing not less than 25 Kg each as per drawing and technical specifications Clause 1301
170
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Providing and laying Pitching on slopes laid over prepared Filter media asper drawing and technical specifications clause 1302 I. Stone Boulder
150
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Providing and laying Filter material underneath Pitching in slopes complete asper drawing and technical specifications clause 1302
101
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SUB-HEAD:- MAINTENANCE
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Maintenance for first year
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Maintenance for second year
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Maintenance for third year
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Maintenance for fourth year
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Maintenance for fifth year
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Evaluation Notes How It Works ?
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