Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date8 Sep 2022
Closing Date1 Oct 2022
Tender Amount₹ 5,31,66,000
Costs
EMD
₹ 10,63,000Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_KSRRD_120887_1Bid Award Id
ViewTender No
JK163003Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
Stone masonary
5
-
305.51
Cement conrete
10
-
584.9
Reinforced cement concrete
8
-
983.43
Clearing and grubbing road land including uprooting wild vegetation , grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned , upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Techanical Specification Clause 201 .By Mechanical Means in area of non-thorny jungle
1.26
-
35258.63
Cutting of trees , including cutting of trunks,branches and removal of stumps & roots,refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specifications Clause 201 Lead upto 100m.
-
-
-
300 - 600 mm Girth
150
-
242.27
600 - 900 mm Girth
180
-
408.88
EARTHWORK
-
-
-
Exacavtion for road way in soil by mechnical means including cutting andpushing the earth to site of embankmentupto a distance of 100m, including trimming bottom and side slopes in accordance with requirements of these lines grades and cross sections.(finshed work to be measured).
10754.95
-
70.75
Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of tables 300.1and 300.2 as per techanical specification clause 301.5 (Chapter 3,3.3) Inclulding all leads and lifts Including all haulages invoved .(finshed work to be measured).
8500
-
147.89
Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m ( average lead 25 m) as per Technical specification clause 307. By mechanical means
3500
-
18.22
PAVEMENT
-
-
-
Scarifying existing bituminous surface (20 mm) by mechanical means & disposal of scarified material to some suitable place with all lead & lift as per technical specifications clause 301.5
9390
-
11.04
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408) including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .
2200
-
1337.8
WMM: Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (pug miller), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100 KN weight to achieve the desired density including lighting, barricading & maintenance of diversion, etc as per tables 400.11 & 400.12 & technical specification clause 406 including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .)
1120
-
2164
Prime Coat :- 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 Technical Specification Clause 502 including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .)
15200
-
53.93
Tack Coat: Providing and Laying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 Kg per Sqm on the prepared bituminous surface cleaned with Hydraulic broom ar per technical specification clause 503.including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .)
26015
-
15.87
Providing & laying Waste Plastic bituminous macadam 50 mm thick, with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder 3.04 % and waste plastic 0.26% as per clause 5.1 table 3 of IRC SP 98, transported to site , laid over a previously prepared surface with paver finisher to the required grade, level & alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504,including cost and carriage of material from source to site of work, with all leads, lifts, loading, unloading and octori. (Finished work to be measured, complete.)
1301
-
8309.57
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 with waste plastic or emulsion to required line (Bitumen S90) @ 13.43 Kg per 10 Sqm plus waste Plastic @ 1.17 Kg Per 10 Sqm, 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 (Incl. Cost and Carriage of all materials from approved source to site of work with all leads and lifts. Complete Job.)
26015
-
172.86
Seal Coat: Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 (By Manual Means) including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .)
26015
-
67.73
Hard Shoulder:-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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.
1126.8
-
1892.89
PIPE CULVERTS
-
-
-
Exacavtion for road way in soil by mechnical means including cutting andpushing the earth to site of embankmentupto a distance of 100m, includingtrimmingbottom and side slopes in accordance with requirements of these lines grades and cross sections.(finshed work to be measured).
369.38
-
282.6
Type B (First Class) Bedding, Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) Chapter 9,9.2(ii) Including cost and carriage of all meterial involved(finshed work to be measured).
44.81
-
1179.11
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 M10 nominal mix 1:3:6) with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .)
18.48
-
4781.35
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade. with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .)
271
-
4893.28
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 work in head walls,drop walls& Parapets clause 1106. Including cost and carriage of all meterial involved(finshed work to be measured). with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .)
-
-
-
300 mm
157.5
-
2718.76
500 mm
67.5
-
3580.95
1000 mm
15
-
7506.03
Backfilling behind abutment, wing wall and return wall granular material complete as per drawings & technical specification Clause 1204.3.8 including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .
468.13
-
1250.14
PROTECTION WORK
RR MASONARY (R/B walls)
-
-
-
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.
144.58
-
282.6
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 including cost of form work and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .
28
-
4781.35
Polygonal /random rubble masanory uncoarsed brought to course in cement sand mortar 1:4 with quarry stones in foundation and plinth including cast oof bond stones and levelling up at specified levels with M5 grade of stone aggregate 20mm size. including cost of form work and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .
387.6
-
5770.68
Random Rubble Stone Masonary, uncoursed brought to Courses with quarry stones laid dry in foundation and plinth as per drawings and technical specifications clauses 702.1, 702.4, 703 & 704 incl. Cost of bond stones and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .)
190.4
-
3740.38
Providing & Laying Plain PCC M20 Coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clause 615Including cost and carriage of all materials from approved source to site Including cost and carriage of all materials from approved source to site with all leads and lifts,shuttering and octori etc complete job (Finished work to be measured).
250
-
383.77
Backfilling behind abutment, wing wall and return wall Boulder material complete as per drawings & technical specification Clause 1204.3.8 including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .
160.88
-
950
PROTECTION WORK (PCC)
-
-
-
Earth work in excavation for structures as per drawings and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto required lead , dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary/hard soil upto required depth.
576
-
282.6
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 M10 nominal mix 1:3:6) with all leads, lifts, loading unloading and octori .(Finished work to be measured, complete .) .
72
-
4426.7
Providing & laying reinforced cement concrete for plain concrete in open foundation complete as per drawings and Technical Specifications clause 802, 803,1202 & 1203 in RCC Grade M-15 Nominal Mix (1:2.5:5)including cost of form-work & incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .
740.49
-
4907.13
Providing weepholes in brick masonry / stone masonry ,plain / reinforced concrete abutments ,wing wall ,return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V) :20(H) towards drawing face complete as per drawings & technical specification Clause 614,709,1204.3.7
800
-
236.63
Backfilling behind abutment, wing wall and return wall Boulder material complete as per drawings & technical specification Clause 1204.3.8 including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .
680
-
950
PCC DRAIN
-
-
-
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 ordinary soil.
676.8
-
282.6
Type B (First Class) Bedding, Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) Chapter 9,9.2(ii) Including cost and carriage of all meterial involved(finshed work to be measured).
120
-
1179.11
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 M10 nominal mix 1:3:6) with all leads, lifts, loading unloading and octori .(Finished work to be measured, complete .) .
120
-
4781.35
Providing & laying reinforced cement concrete for plain concrete in open foundation complete as per drawings and Technical Specifications clause 802, 803,1202 & 1203 in PCC Grade M-15 Nominal Mix (1:2.5:5)including cost of form-work & incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .
315.87
-
4893.28
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 RCC M-25 Grade. including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .
25
-
6147.99
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .
2
-
70038.3
RCC Culvert 1x5M span
-
-
-
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.
312
-
282.6
Type B (First Class) Bedding, Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) Chapter 9,9.2(ii) Including cost and carriage of all meterial involved(finshed work to be measured).
25.65
-
1179.11
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 M10 nominal mix 1:3:6) with all leads, lifts, loading unloading and octori .(Finished work to be measured, complete .) .
16.5
-
4781.35
Providing & laying reinforced cement concrete for plain concrete in open foundation complete as per drawings and Technical Specifications clause 802, 803,1202 & 1203 in RCC Grade M-20including cost of form-work & incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) . RCC M20 in foundation
66
-
6134.1
Providing & laying reinforced cement concrete for plain concrete in open foundation complete as per drawings and Technical Specifications clause 802, 803,1202 & 1203 in RCC Grade M-15 Nominal Mix (1:2.5:5)including cost of form-work & incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .
255
-
4893.28
Providing & laying reinforced cement concrete for plain concrete in sub structure complete as per drawings and Technical Specifications clause 802, 803,1202 & 1203 in RCC Grade M-15 Nominal Mix (1:2.5:5)including cost of form-work & incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .
227.4
-
5259.76
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 including cost of form-work & incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .
52.2
-
6404.88
Supplying, fitting, and placing TMT bar reinforcement in Substructure / Superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .
-
-
-
Foundation
3
-
69893.17
Superstructure
6
-
71248.31
Dewatering / Diversion of Nallah during execution of work if found necessary including diversion of traffic during execution and makings the things good after completion of job incl. hire charges of land if found necessary.
2
-
20000
Backfilling behind abutment, wing wall and return wall granular material complete as per drawings & technical specification Clause 1204.3.8 including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .
180
-
1250.14
Part "G"Road Furniture
-
-
-
Providing and fixing of typical PMGSY informatory sign Board with logo as per MORD specification and drawing. Three MS plates 1.6 mm thick top and middle plate duly welded with MS Flat Iron 25mmx5mm on back edges. The lower plate will be welded with MS angle iron frame of 25x25x5mm. The angle iron frame of the lower most plate and flat iron frame of the middle plate will be welded to 2 No. 75x75mm of 12 SWG Sheet tubes posts duly embeded in cement concrete M-15 Grade blocks of 450x450x600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47x47mm of 12SWG Steel plate tubes. All MS well be stove enameled on the 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 tubes will be painted with primer & two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 Drwing No.JK10DA 8 enclosed (Chapter10,10.16)
2
-
12949.69
Providing & fixing PMGSY LOGO Board as per drawings and technical specifications (Starting point and End point)
3
-
4000
Kilometer Stone:-Reinforced cement concrete M-15 grade KM 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. Ordinary Kilometer Stones (Prec
7
-
2098.26
200 meter Stone:-Reinforced cement concrete M-15 grade KM 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. Ordinary Kilometer Stones (Prec
31
-
451.2
Providing & fixing PMGSY citizen Information Boards as per drawings and technical specifications
2
-
16000
Maintainance board: Providing & fixing PMGSY citizen Information Boards as per drawings and technical specifications
1
-
16000
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
35
-
3030.06
Providing and applying 2.50mm thick road marking strips (retro reflective) of specified shade colour using hot thermolastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beeds, propane tank heater and profile shoe heater driven by experienced operator on road surface i/c cost of material labour and cleaning of road surface of all dirt foreign material etc as per technical specification (finished work to be measured)
1415
-
550
Total Construction cost
1
-
1
Maintenance for Five Years
-
-
-
1st year
1
-
569635.48
2nd Year
1
-
854453.22
3rd Year
1
-
1139270.96
4th Year
1
-
1424088.7
5th Year
1
-
1708906.44
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