Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date28 Mar 2023
Closing Date6 Apr 2023
Tender Amount₹ 10,94,59,000
Costs
EMD
₹ 21,89,180Document Cost
₹ 15,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CERJ_123963_1Bid Award Id
ViewTender No
RJ33P307Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
ACE, PWD Zone-II, Udaipur (HQ Basnwara) NIT 11/PMGSY/2022-23
BOQ Items
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, 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 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Specification Clause 201.By Mechanical MeansIn area of non-thorny jungle
3.45
49214
14265
Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
318.75
224081
703
Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per MoRD Specification Clause 301.4.
36750
294000
8
PART - 'B' :SUBGRADE & EARTHWORK
-
-
-
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 MoRD Specification Clause 302.3
18090.73
633175
35
Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per MoRD Specification Clause 301.5
18090.73
669356
37
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 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 MoRD Specification Clause 301.5
22175.98
2927228
132
PART - C : GSB & WMM WORK
-
-
-
Granular Sub-base with Well Graded Material (Table 400.1)
-
-
-
Plant Mix Method Construction of granular sub-base by providing well graded crusher borken material, mixing in a mechanical mix plant at OMC , carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with Tractor Mount 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 MoRD Specification Clause 401.For Grading III Material
7098.56
4145560
584
Wet Mix Macadam
-
-
-
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), 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 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and MoRD Specification Clause 406.By Mechanical Means Beyond 20th Km
15309.63
18094445
1181.9
PART- D : SHOULDER
-
-
-
Construction of subgrade 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 per MoRD Specification Clause 303.1.
13492.5
1781010
132
PART- E : BITUMEN WORK
-
-
-
Prime Coat
-
-
-
Low porosity 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 MoRD Specification Clause 502
64515
3161235
49
Tack Coat
-
-
-
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 granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRD Specification Clause 503.
66412.5
747140
11.25
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRD Specification Clause 504. Bitumen (VG-30)
3225.75
20241581
6275
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 of aggregate and plastic waste cutting in a hotmix 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 MoRD Specification Clause 508. Waste Plastic @ 8% of bitumen. Case -II By mechnical means Bitumen VG-30
64515
8386950
130
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 MoRD Specification Clause 510 Case - II : Type B Bitumen (VG-30)
64515
2774145
43
PART- F : CEMENT CONCRETE PAVEMENT WORK
-
-
-
Construction of un-reinforced, without dowel bar, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound and water finishing to lines and grade as per drawing and MoRD Specification Clause 1501 including vaccum dewatering process with all required equipments
1084.38
5511878
5083
Construction of panel concrete payment M-40 grade for thin white topping (Thickness equal to or less than 100 mm )
Construction of short paneled un reinforced plain cement concrete payment (thin white topping as per IRC:SP.76-2015):M-40 grade concrete over a prepared sub base or over bituminous surface (Existing bituminous surface prepared if necessary either by milling or leving course to be dne with BM/DBM/DLC to correct surface profile and to be paid separately) with Ordinary Portland cement 53 grade confirming to IS:12269, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing to 15 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing ), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joint, applying debonding strips primer, sealant, dowel bors, near approaches to bridge/culvert and construction joints, admixture as approved cuting of concrete slab for 14 days, using curing compound (where specified) and water including vaccum dewatering process with all required equipments, finishing to lines and grade as per drawing and MoRD specifiaction clause 1501 complete excluding cost of steel in dowel bars and tie bars etc.
Each panel (0.50m x 0.50 m)
Note : If fiber are to be used as per mix design the same shall be paid deparately as per item no. 6.8
1084.38
7975578
7355
PART- G : ROAD FURNISHING
-
-
-
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 MoRD Specification Clause 1703
-
-
-
5th Kilometre Stone (precast)
3
7455
2485
Ordinary Kilometer Stone (Precast)
12
17724
1477
Hectometer stone (Precast)
56
18872
337
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Specification Clause 1701
-
-
-
600 mm equilateral triangle
60
164820
2747
600 mm circular
14
51940
3710
800 mm x 600 mm rectangular
20
104080
5204
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 RCC Post 100 mm x 100 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 MoRD Specification Clause 1701 upto 0.9 sqm size board
10.8
89132
8253
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level.
2
25924
12962
Providing and Erecting typical Citizen's information Board as per approved drawing & specification of MORD made of Two plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7 of size 900 mm x 750 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. Frame will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1000 mm apart centre to centre these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The lettering and borders, etc. of plates shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing and MoRD Specification Clause 1700
2
27832
13916
Providing and fixing of PMGSY logo with definition plate (as per MORD design/drawing) 3mm thick plate of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges including orange luminous colour epoxy paint on logo, size of definition plate 900x300mm supported on MS post of square hollow section 75x75x6mm, 3m long .The lettering and borders, etc. of definition plate and PMGSY logo on top plate shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing.Posts will be 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 MoRD Specification Clause 1700
7
28049
4007
Providing and laying rounded hump type speed breakers for crossing speed 25 km/h as per IRC design including providing and applying bitumen emulsion tack coat, making speed breaker in designed profile with bituminous macadam, providing seal coat type B for sealing the voids and marking chequered pattern with thermoplastic paint complete as per IRC : 99-1988 5.0 meter wide and 10 cm high for heavy truck and bus traffic
110
359260
3266
Supplying of Cat’s Eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side.
1600
387200
242
Supply of Hazard Marker made out of 2 mm thick M.S. sheet size 300x300x3 mm framed with angle iron 25x25x3 mm and fixed on channel posts 75x40x6 mm and hold fast at bottom whole body is painted in white stoving enamel and 6 Nos., 5 cm dia reflective sheet on white reflective background with additional border of 1.25 cm all arount it.
40
30760
769
Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make without glass beads laid on the road surface at temperature 160" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements.
2300
1216700
529
Boundary pillar Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and MoRD Specification Clause 1704
40
15320
383
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MoRD specifications Clause 1915
1069.8
13907
13
PART- H : DRAIN WORK
-
-
-
Earthwork in excavation for structures as per drawing and MoRD 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
616
129976
211
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10Nominal mix 1:3:6.
105.6
343728
3255
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 PCC Grade M20
281.6
1016576
3610
PART- I : SYPHON
-
-
-
Earthwork in excavation for structures as per drawing and MoRD 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
147.42
31105
211
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10Nominal mix 1:3:6.
8.4
27342
3255
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 PCC Grade M20
11.26
40648
3610
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. 600 mm dia
140
239540
1711
Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonry in cement mortar 1:4
48.37
137951
2852
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRD specification Clauses 615, 710 and 1204.3.11 75 mm thick
25.2
8038
319
Plastering with cement mortar (1:3) 20 mm thick on brickwork in parapet as per MoRD specifications Clauses 613.4 and 1208.4
84
16044
191
PART- J (i) : HP CULVERT - 1000MM DIA SINGLE ROW
-
-
-
Earthwork in excavation for structures as per drawing and MoRD 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
102.87
21705
211
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10Nominal mix 1:3:6.
5.49
17869
3255
Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonry in cement mortar 1:4
93.09
265492
2852
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 1106.1000 mm dia
30
118980
3966
Plastering with cement mortar (1:3) 20 mm thick on brickwork in parapet as per MoRD specifications Clauses 613.4 and 1208.4
58.74
11219
191
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 MoRD specification Clauses 614, 709, 1204.3.7
24
1560
65
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRD specification Clauses 615, 710 and 1204.3.11 75 mm thick
16.47
5253
319
PART- J (ii) : HP CULVERT - 1000MM DIA DOUBLE ROW
-
-
-
Earthwork in excavation for structures as per drawing and MoRD 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
478.56
100976
211
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10Nominal mix 1:3:6.
24.68
80333
3255
Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonry in cement mortar 1:4
283.04
807230
2852
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.
40
317280
7932
Plastering with cement mortar (1:3) 20 mm thick on brickwork in parapet as per MoRD specifications Clauses 613.4 and 1208.4
171.28
32714
191
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 MoRD specification Clauses 614, 709, 1204.3.7
80
5200
65
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRD specification Clauses 615, 710 and 1204.3.11 75 mm thick
57.16
18234
319
PART- K : PROTECTION WORK
-
-
-
Earthwork in excavation for structures as per drawing and MoRD 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
468
98748
211
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10Nominal mix 1:3:6.
39
126945
3255
Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonry in cement mortar 1:4
585
1668420
2852
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRD specification Clauses 615, 710 and 1204.3.11 75 mm thick
130
41470
319
Plastering with cement mortar (1:3) 20 mm thick on brickwork in parapet as per MoRD specifications Clauses 613.4 and 1208.4
338
64558
191
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 MoRD specification Clauses 614, 709, 1204.3.7
208
13520
65
Backfilling behind abutment, wing wall and return wall complete as per drawings & MoRD specification Clause 1204.3.8 Granular material
124.8
76377
612
PART- L : REPAIR OF CULVERT
-
-
-
Earthwork in excavation for structures as per drawing and MoRD 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
34.29
7235
211
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10Nominal mix 1:3:6.
23
74848
3255
Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonry in cement mortar 1:4
275.94
786980
2852
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 MoRD specifications Clause 1301
40.32
33707
836
Plastering with cement mortar (1:3) 20 mm thick on brickwork in parapet as per MoRD specifications Clauses 613.4 and 1208.4
183.96
35136
191
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 MoRD specification Clauses 614, 709, 1204.3.7
40
2600
65
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRD specification Clauses 615, 710 and 1204.3.11 75 mm thick
5.49
1751
319
Total Estimated Cost of Construction Work
1
87715665
1
Routine Maintenance after Completion of Construction Work
-
-
-
For 1st Year (0.68%)
14
596466
42604.75
For 2nd Year (0.87%)
14
763126
54509.02
For 3rd Year (1.12%)
14
982415
70172.53
For 4th Year (1.31%)
14
1149075
82076.8
For 5th Year (1.52%)
14
1333278
95234.15
Total Estimated Cost of Maintenance Work for 5 Years
1
4824361
1
Note :- GST shall be paid extra as per SBD Section 4 Clause 41.1
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