Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 5,77,200Document Cost
₹ 8,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEASM_85087_1Bid Award Id
ViewTender No
CE/PMGSY/ADB/RCIP/95/2012-13 /15Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete,wood work, steel work, including T&P and scaffolding wherevernecessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. by mechanical means rcement mortar
90.31
-
100
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Construction of Embankment with material obtained from borrow pits with all lift, transporting to site, spreading grading to required slopes and compacting to meet requirement of tables 300.1 and table 300.2 as per Technical Specification Clause 301.5 (I) From private land.
107.1
-
40
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Construction of Embankment with material obtained from borrow pits with all lift, transporting to site, spreading grading to required slopes and compacting to meet requirement of tables 300.1 and table 300.2 as per Technical Specification Clause 301.5 (I) From private land.
32076.755
-
100
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Excavation for roadway in soil using manual means ……
7.1
-
50
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Construction of Sub-grade & Earthen Shoulders with material obtained from borrow pits with all lift, transporting to site, spreading grading to required slopes and compacting to meet requirement of tables 300.1 and table 300.2 as per Technical Specification Clause 301.5 (I) From private land.
972.3450000000003
-
110
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Construction of Granular Sub Base…………. (A)By mix in place method, (I)For Grading II materials
691.87
-
1550
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Water Bound Macadam,Gr-II :- Providing, laying, spreading and compacting stone agreegates of specific sizes to WBM Gr-II (A) By manual means.
415.14000000000004
-
2500
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Water Bound Macadam Gr-III :-Providing,laying,spreading and compacting stone agreegates of specific sizes to WBM Gr-III(A)By manual means.
415.14000000000004
-
2600
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Prime coatlow porosity. Providing and aplying 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 speci
5535.139999999999
-
25
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Tack Coat : (Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 Kg/sqm on the prepared bituminous/granular surface cleaned with mechanical broom )
5535.139999999999
-
10
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20 mm thick Open Graded Premix Carpeting (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen emulsion to required line, grade and level to serve as wearing course................... , By mechanical means (iii) Crumb Rubber Modified Bitumen
5535.139999999999
-
180
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Seal Coat :- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified level, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510.Type-B (iii) Crumb Rubber Modified Bitumen
5535.139999999999
-
60
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Traffic Signs. A. Retro reflectorised Traffic Signs Providing and fixing of retro reflectorised cautionary mandatory and informatory sign as per…..
3
-
3000
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Traffic Signs. A. Retro reflectorised Traffic Signs Providing and fixing of retro reflectorised cautionary mandatory and informatory sign as per…..
5
-
3000
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Traffic Signs. A. Retro reflectorised Traffic Signs Providing and fixing of retro reflectorised cautionary mandatory and informatory sign as per…..
5
-
3000
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Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specifications…..
4
-
15000
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Reinforced cement concrete M15 grade kilomitre stone.
2
-
1500
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Reinforced cement concrete M15 grade kilomitre stone. 200 m
6
-
300
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Providing approved variety of vetiver plantation certified by the vetiver Network International(TVNI) or its affiliate in India Part I plantation part
392.4
-
80
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Providing approved variety of vetiver plantation certified by the vetiver Network International(TVNI) or its affiliate in India part II maintainance part
392.4
-
10
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.Excavation for Structures: Earthwork in excavation of structures as per drawing and technical spec-ification Clouse 305.1 including settingout,consturction of shoring and bracing,removal of stumps and other deleterious material disposal up to a lead of 50m,dressing of sides and bottom I)Ordinary soil,i)up to 3m depth.
310.433
-
60
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.Excavation for Structures: Earthwork in excavation of structures as per drawing and technical spec-ification Clouse 305.1 including settingout,consturction of shoring and bracing,removal of stumps and other deleterious material disposal up to a lead of 50m,dressing of sides and bottom I)Ordinary soili) 3m to 6 m depth.,
99.85
-
60
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Proving concrete for plain/reinforcedconcrete in open foundation complete asper drawing and technical specifications……………With Crushed StoneP.C.C. M-10, Nominal Mix 1:3:6
16.015
-
3500
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Proving concrete for plain/reinforcedconcrete in open foundation complete asper drawing and technical specificationsP.C.C. M-15, Nominal Mix 1:2.5:5
27.41
-
4000
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Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specification clausess 600,1202 & 1203 (I) Brick Masonry in 1:3 cement mortar.
13.8
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4000
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Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specification clausess 600,1202 & 1204 (I) Brick Masonry in 1:3 cement mortar.
8.94
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4000
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Proving concrete for plain/reinforcedconcrete in Sub-structure complete asper drawing and technical specifications……………With Crushed StoneP.C.C. M-15, Nominal Mix 1:2.5:5
12.19
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5000
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Proving concrete for plain/reinforcedconcrete in Sub-structure complete asper drawing and technical specificationsR.C.C. M-20 for height upto 5.0 m
16.25
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8000
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Proving concrete for plain/reinforcedconcrete in Sub-structure complete asper drawing and technical specifications……………With Crushed StoneR.C.C. M-25 for height upto 5.0 m
90.556
-
8000
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Proving concrete for plain/reinforcedconcrete in Super-structure complete asper drawing and technical specifications……………With Crushed StoneR.C.C. M-20 for height upto 5.0 m
21.299
-
13000
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Proving concrete for plain/reinforcedconcrete in Super-structure complete asper drawing and technical specifications……………With Crushed StoneR.C.C. M-25 for height upto 5.0 m
110.39999999999999
-
13000
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Proving concrete for plain/reinforcedconcrete in open foundation complete asper drawing and technical specifications……………With Crushed StoneR.C.C. M-20
29.289999999999996
-
4500
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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 masnry works in head walls and parapets clause 1106.(B) 1000mm dia
7.5
-
12000
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Plastering with cement mortar(1:4) 15mm thick on brickwork in substructure as per technical specification clauses 613.4 & 1204
32.35
-
100
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Supplying fitting and placing HYSD reinforcement in Super structur complete s per drawing and technical Specifications as per MORTH Section No.1002,1010,1202
7.22
-
70000
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Providing Weep holes in brick masonry/stone masonary/plain/reinforced Abutment, wing wall, return wall… as per technical specificationsCl. 614,709 and 1204.3.7.
6
-
200
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Backfilling behind abutment wing wall and return wall as per drawing and technical Specification Clause 1204.3.8
24.259999999999998
-
200
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Construction of RCC Railing of M-25 grade cast in situ with 20 mm nominal size…………………..
115.44
-
2500
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Bored cast-in site M-35 grade RCCpile excluding reinforcement comlete asper drawing & Technical specification &removal of excavated earth with all lead& lift up to 1000 m. (Pile Diameter = 000mm) (N) Without plasticiser.
204
-
8500
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Levelling course PCC M15 for pile cap 100 mm thick below pile cap as per drawing and technical specifiactions clause 1100 & 1700
16.269999999999996
-
4000
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cement concrete for reinforced concrete pile cap complete as per drawing and technical specification including steel shuttering formwork and as per MORTH Section 1100,1500(N) wihout plastering B.RCC Grade M25 (i) using concrete mixer
248.88
-
8000
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Supllying fitting and placing HYSD reinfocement in foundation complete as per drawing and technical Specifications clause 1000,1002
19.438000000000002
-
57000
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Supllying fitting and placing HYSD reinfocement in substructure complete as per drawing and technical Specifications clause 1000,1002
7.289999999999999
-
65000
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Supplying fitiing and placing in position true to line and level elastomeric bearing conforming to IRC 83(part II) section IX complete including all acessories as per drawing and technical specification
102375
-
1.5
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Supllying fitting and placing HYSD reinfocement in super-structure complete as per drawing and technical Specifications clause 1000,1002
23.733
-
70000
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Providding and laying a buried expansion joint covered with 12mm thick 200mm wide galvanised weldable structural steel plate as per IS 2062,200 mm wide galvanised weldable structural steel palte as per……..
40.2
-
2000
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Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical
specifications
40.2
-
2000
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Providing bituminous wearing coat comprising of 20 mm thick
premix carpet with 5 mm thick seal coat Type B for culverts as per
drawing and technical specifications Clauses 1206.2 and 500
330
-
250
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Providing and laying pitching on slopes laid over prepared filter
media as per drawing and technical specifications Clause 1302 (i) stone/boulder
215
-
700
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roviding an dlaying filler material underneath pitching in slopes complete as per drawing and technical Specifications Clause 1302
107.5
-
500
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Providing and laying boulder apron for bed protection cum 1,349.50
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
405.6
-
700
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Excavation for Structures: Earthwork in excavation of structures as per drawing andincluding setting out,consturction of shoringremoval of stumps and other deleterious material disposal up to a lead of 50m,dressing of sides and bottomI)Ordinary soil, A) Manual means, b) With dewatering.i) Upto 3m depth.
47.89999999999998
-
60
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Supplying,fitting and placing unco-ated TMT bar reiforcement in foundationcomplete as per drawing and technical sp(a) With TATA make TMT CRS (Fe 500grade) rebar.
14.640000000000004
-
57000
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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 grade M25 for height up to 5.0m
121.28
-
8000
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Supplying, fitting and placing TMT Bar (Fe-500 D) reinforcement t 56,051.10bar(From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings andtechnical specification Clauses 1002, 1005, 1010 & 1202
10.9
-
65000
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Providing weepholes in brick masonry/stone masonry, plain/ Nos. 117.70
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
60
-
200
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Backfilling behind abutment wing wall and return wall as per drawing and technical Specification Clause 1204.3.8(a) granular Material
49.92
-
200
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Supplying fitiing and placing in position true to line and level elastomeric bearing conforming to IRC 83(part II) section IX complete including all acessories as per drawing and technical specification
168000
-
1.5
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Providing and laying reinforced cement concrete in superstructureas per drawing and technical specifications Clauses 800, 1205.4 and1205.5 RCC Grade M25 using concrete mixer for t beam and slab height upto 5m
197.853
-
13000
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . t 56,316.20
(From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam
steel/RINL) in superstructure complete as per drawing and
technical specifications Clauses 1002, 1010 and 1202
23.5
-
70000
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Construction of precast RCC railing of M30 Grade, metre 1724.00
aggregate size not exceeding 12 mm, true to line and grade,
tolurence of vertical RCC post not to exceed 1 in 500, centre
to centre spacing between vertical post not to exceed 2000
mm, leaving adequat space between vertical posts for
expansion, complete as per approved drawings and
technical specifications.
115.52
-
2500
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Drainage spouts complete as per drawingand technical specifications
8
-
1500
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Providing and laying a buried expansion joint, covered with 12 mm Running m 1,717.50
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
19.2
-
2000
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Providing and fixing in posituion 20mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for horizontal movement……
19.2
-
2000
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providing and laying cement concrete wearing coat M30 grade including reinforcement complete as er drawing and technical specificatin
26.4
-
10000
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