Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date6 Sep 2022
Closing DateCancelled
Tender Amount₹ 9,62,29,000
Costs
EMD
₹ 19,25,000Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_KSRRD_120819_1Tender No
JK033014Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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BOQ Items
Excavation in 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
1187
-
132.84
Construction of embankment with approved materials 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 including all leads and lifts.
5688.4
-
68.3
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
4000
-
18.2
Pavement
-
-
-
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
5500
-
61.32
Scarfying of existing BT surface to depth of 25mm and disposal of scarified material with a lift upto 3m and lead upto 1000m as techncial specification of 301.4
8400
-
11.04
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
6400
-
56.38
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.(Using naturally occuring gravel ) 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)
6200
-
1420
Wet Mix Macadam (WMM) Providing, laying, spreading ( by mechanical means ) & compacting stone aggregates of specific sizes to wet mix macadam specification including premixing the material with water at OMC in mechincial mixer (Plug Mill), spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade & camber, applying & brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering & compacting to the required density of WMM as per Technical Specification clause 406, table 400.11 & 400.12 .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)
2562
-
1774.07
WBM G-III 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 3 as per Technical Specification Clause 405.By Mechanical Means including cost and carriage of material from approved source to site of work with all leads, lifts, loading,unloading and octroi(Finished work to be measured)
122
-
2114.12
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 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)
46200
-
58.7
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.)
2310
-
7873.65
Providing and applying 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 as per Technical Specification Clause 503. 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)
46200
-
16.61
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.)
46200
-
189.99
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 (Type B) By Mechanical 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)
46200
-
68.92
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.(Finished work to be measured, complete)
1600
-
1031.55
Construction of subgrade and earthen shoulders with material obtained from structure cutting and drain etc. 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 per Technical Specification Clause 303.1.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)
4800
-
293.94
Cross Drainage a) 1000mm /500mm Dia Pipe Culverts
-
-
-
Earth work in excavation for foundation of structures up to 3m depth as per drawing and technical specifications clause 1104.including setting out , construction of shoring nad bracing , removal of stamps and other deleterious matter , drassing of sides and bottom and back filling with approved material, in oridnary soil.
861.11
-
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) including cost and carriage of material from approved source to site of work with all leads, lifts, loadinging,unloading and octroi(Finished work to be measured)
317.7
-
1129.96
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 and 1203 P.C.C grade M-10 nominal mix 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)
32.67
-
5124.73
Providing reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 and 1203 P.C.C having grade M-15 nominal mix including cost of form work, weepholes 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)
24.35
-
5227.94
Providing and Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets including cost and carriage of material from approved source to site of work with all leads, lifts, loadinging,unloading and octroi(Finished work to be measured) (500mm dia)
227
-
5400
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. 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) (1000mm dia)
72.47
-
8599.61
Polygonal/ random rubble masonry uncoursed/ brought to course in cement sand mortar 1:5 mix with quarry stones in foundation and plinth including cost of bond stones and leveling up at specified levels with M-5 grade using stone aggregate 20mm nominal 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)
108
-
5666.93
Providing PCC M-20 coping on the top of wing wall, return wall etc.complete as per drawing and technical specification clauses 615,710,and 1204.3.11.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.)
54
-
361.45
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 (Granular material), including cost and carriage of material from approved source to site of work with all leads, lifts, loadinging,unloading and octroi(Finished work to be measured)
60.75
-
1420
Cement Concrete Drain
-
-
-
Earth work in excavation for foundation of structures up to 3m depth as per drawing and technical specifications clause 1104.including setting out , construction of shoring nad bracing , removal of stamps and other deleterious matter , drassing of sides and bottom and back filling with approved material.
810
-
282.6
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 and 1203 P.C.C grade M-10 nominal mix 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)
210
-
5124.73
Providing reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 and 1203 P.C.C having grade M-15 nominal mix including cost of form work, weepholes 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)
675
-
5227.94
Protection Work (PCC Edge Wall)
-
-
-
Earth work in excavation for foundation of structures up to 3m depth as per drawing and technical specifications clause 1104.including setting out , construction of shoring nad bracing , removal of stamps and other deleterious matter , drassing of sides and bottom and back filling with approved material in oridnary soil.
484.65
-
282.6
Providing concrete for plain/reinforced concrete in M10 open foundations complete as per drawings and technical specifications clause 802, 803, 1202 and 1203 P.C.C 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)
80.78
-
5124.73
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 15 complete job including providing 75mm dia pvc weep holes as per specifications. 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)
969.3
-
5227.94
Back filling (Boulder material) behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 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)
480
-
950
Protection Work (Retaining wall/Breast Wall)
-
-
-
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 depth)
740
-
282.6
Providing concrete for plain/reinforced concrete in M10 open foundations complete as per drawings and technical specifications clause 802, 803, 1202 and 1203 P.C.C 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)
55
-
5124.73
Polygonal/ random rubble masonry uncoursed/ brought to course in cement sand mortar 1:5 mix with quarry stones in foundation and plinth including cost of bond stones and leveling up at specified levels with M-5 grade using stone aggregate 20mm nominal size. 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.)
1510
-
5582.65
Polygonal/ random rubble masonry uncoursed/ brought to course laid Dry with quarry stones in foundation and plinth including cost of bond stones and leveling up at specified levels with M-5 grade using stone aggregate 20mm nominal size. 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.)
950
-
3450.1
Providing PCC M-20 coping on the top of wing wall, return wall etc.complete as per drawing and technical specification clauses 615,710,and 1204.3.11.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.)
1220
-
480.75
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (Boulder Material). 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)
1125
-
950
Protection Work (Crates)
-
-
-
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 3m depth
414
-
282.6
Providing and laying of boulder apron laid in wire crates with 4 mm dia Black Anealed wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 including cost and carriage of material from approved source to site of work with all leads, lifts, loading,unloading and octroi(Finished work to be measured
1324.8
-
2400
Backfilling behind abutment(Using Boulders), wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 including cost and carriage of material from approved source to site of work with all leads, lifts, loading,unloading and octroi(Finished work to be measured
193.2
-
950
RCC Culvert (3M Span )
-
-
-
Earth work in excavation for foundation of structures up to 3m depth as per drawing and technical specifications clause 1104.including setting out , construction of shoring nad bracing , removal of stamps and other deleterious matter , drassing of sides and bottom and back filling with approved material, in oridnary soil.
80
-
282.6
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 and 1203 P.C.C grade M-10 nominal mix 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)
4.2
-
5150.91
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 and 1203 P.C.C grade M-20 nominal mix 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)
15.6
-
5865.84
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 and 1203 P.C.C grade M-15 nominal mix 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)
46.05
-
5209.17
Providing concrete for plain/reinforced concrete in Sub structure complete as per drawings and technical specifications clause 802, 803, 1202 and 1203 P.C.C grade M-15 nominal mix 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)
40.8
-
5209.17
Providing concrete for plain/reinforced concrete in superstructure complete as per drawings and technical specifications clause 802, 803, 1202 and 1203 P.C.C grade M-20 nominal mix 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)
15.07
-
6554.64
Supplying, fitting, and placing TMT bar reinforcement in Foundation/Superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. 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)
2.6
-
69974.11
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.
1
-
10000
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. 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)
72
-
1144.8
Road Furniture
-
-
-
PMGSY LOGO:-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
1
-
15706.4
Citizen information board :- Providing and fixing of citizen information Board as per Techanical Specifications , drawing &details.
1
-
16000
PMGSY LOGO BOARD:-Providing and fixing of PMGSY Board with typical LOGO as per MORD specification and drawing.
24
-
3500
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 Km stone (precast)
8
-
2112.7
Boundary Pillars:-Reinforced cement concrete M-15 Grade Boundry pillars / local stone of standard design as per IRC - 25 fixed in position includeing finishing and lettering but exculding painting as per drawing and technical specification clause 1704
160
-
481.44
Reinforced cement concrete M15 grade standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (200 m precast stone)
32
-
120
Providing and erecting retro reflective traffic signs as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over Aluminium sheeting, 2mm thick with area not exceeding .9sqm supported over 2 inch dia GI peipe firmly fixed to ground with foundation of M15 450x450x600mm below ground as per approved classification and clasue 1701
39
-
1948.84
Providing and applying of 2.5 mm thick road marking rectroreftive shade for speed breakers /zebra crossing/Stopline of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicable machine fitted with profile shoe,glass beads dispencer,propane tank heater and profile shoe heater,driven by experienced operator on road surface including cost of material,labour T&P including all laed and lift to site of work. .Including cost and carriage of all materials from approved plant to site with all leads and lifts and octori etc complete job (Finished work to be measured).
2100
-
550
Providing and fixing of PMGSY maintenance Board complete job as per drawing and technical specifications
1
-
14000
Total Construction cost
1
-
1
Maintenance for five years
-
-
-
1st year
1
-
1031023.11
2nd Year
1
-
1546534.66
3rd Year
1
-
2062046.21
4th Year
1
-
2577557.76
5th Year
1
-
3093069.32
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