Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date30 Dec 2024
Closing Soon15 Jan 2025
Tender Amount₹ 3,63,89,000
Costs
EMD
₹ 3,63,890Document Cost
₹ 15,000Tender Fee
₹ 1,534
Description
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Contact
Tender Id
2024_PWDRB_390702_1Tender No
19/etendering/date 24/12/2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://mptenders.gov.in/
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Documents
BOQ Items
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3.14 Construction of Embankment with Material Deposited from Roadway Cutting Construction of embankment with approved materials CBR7 deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-1, 300-2 and as per relevant clauses of section-300. Usabel qty 70% of cutting qty
2110.41
60
126624.6
... More
Construction of embankment with approved material having CBR7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300.
16045.86
155
2487108.3
... More
6.15 Providing and laying reinforced cement concrete pipe NP-4 for service ducts below concrete pavement.
a) 300 mm Dia
180
713
128340
... More
4.12 Crusher Run Macadam Sub Base/Base Course
Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base in accordance to Table No. 400-14, 400-15 and as per clause of section 407 of specifications.
(ii) For 37.5 mm maximum size
3046.58
1157
3524887.28
... More
4.11 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 mix plant carriage of mixed Material by tipper to site, laying inuniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.
3100.78
1493
4629466.48
... More
5.1 Prime coat
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications.
13781.25
37
509906.25
... More
5.2 Providing and applying tack coat with catonic bitumen emulsion using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.
(i) @ 0.25 kg per sqm (normal bituminous surfaces)
13781.25
14
192937.5
... More
5.4 Bituminous Macadam
Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with Electronic Sensor paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and
501.7 to achieve the desired compaction and as per clause 504 of specifications. (ii) for GradingII(19 mm nominal size) bitumen content
3.5% with bitumen 60/70 (VG 30)
689.06
5298
3650655.77
... More
5.21 20 mm thick open-grade premix carpet using Bituminous Binder mixing with processed waste plastic by replacing 8% Bitumen binder by weight. (as per 1RC; SP;98-2013). Providing laying and rolling of 20 mm thick open-graded premix carpet (thickness not less than 20 mm at any place) conposed of 13.2 mn graded aggregate size @ 0. 18 cum per 10 sqm &11.2 mm graded size 0.09 cum per 10 sqm using with bituminous binder @ 13.43 kg per 10 Sqm (i.e 92% of standard bitumen) and 8 % waste processed plastic by weight shall be used for coating aggregate after its heating as per IRC:SP:98- 2013, laying to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in s suitable plant, laying and rolling with a three wheel 8 to 10 ton static roller capacity, finished to required level and grades as per technical specification clause 508 to be seal coat of either type A, type B or type C as per technical specification
Note- The above shall be included in the DPR and executed with prior written permission from the E-IN-C MPPWD.
(i) Bitumen ( VG-10)
13781.24
121
1667530.04
... More
5.11 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 A and B seal coats, all complete as per clause 511
of Specification.
(ii) Case - II : Type B (Providing and laying of premix sand seal coat using HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping (aggregate shall pass 2.36mm seal and retained to 180 micron sieve) and penetration bitumen VG 30 of suitable grade all complete as per clause 511 of specification.
13781.25
49
675281.25
... More
4.13 Hard Shoulders (CBR value 12 Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100 kN static weight to meet requirement as per relevant clause of 400. (B) Average Width of Hard Shoulder = (2.465 + 1.875)/2 = 2.17
5451.25
223
1215628.75
... More
8.23 Kilo Metre Stone
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting andprinting etc
(ii) Ordinary Kilometer stone (Precast)
3
1984
5952
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(iii) Hectometer stone (Precast)
14
578
8092
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8.43 Guard Stone
Providing and fixing guard stones 220x220x1000mm made of hammer dressed stones or 250 mm (dia) x 1000 mm M-15 concrete and fixed 400mm into the ground in moorum and broken aggregates block of size 500x500x500 mmand given two coats of paints with white and black bands i/c
excavation etc. complete.
90
368
33120
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8.6 Retro- reflectorised Traffic signs
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2012 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide IRC: 67:2012 clause 6.7.3.2 and clause 801.3.3 of MoRT&H fixed over IRC Accredited board made of Advance polymer composite. The board shall be of min. 2.5 mm sheet thickness with specially designed edges to make it tamper proof. Specification and High Intensity Micro Prismatic Grade Sheeting shall conform to Table
6.6 of IRC:67:2012 and Table 800-3 of MoRT&H specification of in the clause IRC 6.8 of the IRC 67-2012 and clause 801.3.7 of MORTH message legend numerical letter etc. and borders shall be screen printed on high intensity micro prismatic sheeting shall conform to clause 801.3.7 with digital printing ink or of cutout from transparent durable overlay or cutout from the same type of reflecting sheeting for cautionary/ mandatory/ signs, supported on an IRC Accredited triangular sign post of size 75mm x 60 mm x60 mm (4 MM wall thickness) made of advance polymer composite of 3.60 meter over all length and fix to ground by means of properly designed foundation of dimension 450x450x600mm with M20 grade concrete. The ACM sheet shall be fixed to the post with four minimum number breakaway bolts. & supported with a back support frame of 25mmx25mmx3mm angle. 10 years warranty for Retro Reflection Sheeting to be provided from the original sheeting manufacture as per clause 6.9 of IRC: 67:2012 & a certified copy for three years for outdoor exposure report from an independent test lab as per clause 6.7 of IRC: 67:2012 for the product offered shall be submitted by the contractor.
Note:- Manufacture name and date of manufacture is to be printed (Embossed) at the backside of the board.
i) 90cm equilateral triangle
2
3888
7776
... More
ii) 60cm equilateral triangle
9
2926
26334
... More
iii) 60 cm circular
4
3556
14224
... More
iv) 80 mm x 60 mm rectangular
3
4533
13599
... More
vi) 60 cm x 60 cm square
3
3938
11814
... More
vii) 90 cm high octagon
3
5486
16458
... More
8.10 Direction and Place Identification signs upto 0.9 sqm size board Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2012 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide IRC: 67:2012 clause 6.7.3.2 and clause 801.3.3 of MoRT&H fixed over IRC Accredited board made of Advance polymer composite. The board shall be of min. 2.5 mm sheet thickness with specially designed edges to make it tamper proof. Specification and High Intensity Micro Prismatic Grade Sheeting shall conform to Table 6.6 of IRC:67:2012 and Table 800-3 of MoRT&H specification of in the clause IRC 6.8 of the IRC 67-2012 and clause 801.3.7 of MORTH message legend numerical letter etc. and borders shall be screen printed on high intensity micro prismatic sheeting shall conform to clause 801.3.7 with digital printing ink or of cutout from transparent durable overlay or cutout from the same type of reflecting sheeting for cautionary/ mandatory/ signs, supported on
8.1
12937
104789.7
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8.16 Metal Beam Crash Barrier
Type - A, "W" : Metal Beam Crash Barrier
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.
200
4500
900000
... More
8.25 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beeds on Bituminous surface. Providing and applying (Cleaning of Bituminous surface) thermoplastic compound having composition of binder (Regin) minimum 18 %, titanium dioxide minimum 10 % and intermixed glass beed, minimum 30% of brand like Asian, Burger or equivalent make of 2.5 mm thick including drop down
700
636
445200
... More
8.26 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beeds on Concrete surface. Providing and applying (Cleaning of concrete surface and after applying Concrete primer) thermoplastic compound having composition of binder (Regin) minimum 18 %, titanium dioxide minimum 10 % and intermixed glass beed, minimum 30% of brand like Asian, Burger or equivalent make of 2.5 mm thick including drop down reflectorizing, glass beeds @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beeds as per IRC:35 along with concrete primer. The finished surface to be level, uniform and free from streaks and holes, all complete as per clause 803 of specifications.
700
661
462700
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12.1 Excavation for Structures
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. as per relevant clauses of section 300 & 2100 in I Ordinary soil ( including back filling with approved material)
(i) Depth upto 3 m
479.62
61
29256.82
... More
II Ordinary rock (not requiring blasting)
(i) Depth upto 3 m
186.02
77
14323.54
... More
III Hard rock ( requiring blasting )
IV Hard rock (blasting Prohibited )
169.18
1037
175439.66
... More
(Recovery) Rubble available from excavation of hard rock, shall be used to the contractor shall be charged @Rs.100 per cubic meter of rock excavated.
169.18
-100
-16918
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9.1 PCC M-15 in Foundation
Plain cement concrete M-15 mix with crushed stone aggregate40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. as per
MORT&H Specification 409.
27.51
4195
115404.45
... More
9.8 Providing P.C.C. M-15 Nominal mix for hume pipe culverts in foundation and sub structure etc. as per drawing and as perrelevant clauses of section 1500, 1700, 2100 and 2900.
241.62
4617
1115559.54
... More
12.6 Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with .
A PCC Grade M15
265.5
4617
1225813.5
... More
9.2 Providing and Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row. Providing and Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) 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. A 1000 mm dia
100
7012
701200
... More
13.2 Supplying, fitting and placing HYSD bar reinforcement in sub- structure complete as per drawing and technical specifications and as per relevant clause of section 1600.
FE 500
3.43
80503
276372.43
... More
12.3 Providing Plain cement concrete M-15 nominal mix in foundation as per relevant clauses of sections 1500, 1700 and 2100.
211.2
4349
918508.8
... More
12.6 Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with .
B PCC Grade M20
398.84
5162
2058827.57
... More
13.1 Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
B PCC Grade M20
658.53
5727
3771424.22
... More
2.3 Dismantling of Structures
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood, steel, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead upto 1000 metres. (i) Lime /Cement Concrete A Lime Concrete, cement concrete grade M-10 and below
162.31
354
57457.74
... More
13.9 Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
330.41
185
61124.93
... More
14.1 Providing and Placing Reinforced/Prestressed cement concrete in super-structure e/x reinforcement as per drawing and Technical Specification and as per relevant clauses of sections 1500, 1700 and
2300 in
B RCC Grade M25 (i) Solid Slab
1 Height up to 5 m
206.65
6034
1246926.1
... More
14.6 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications and as per relevant clauses of sections 1500, 1700 and Clause 2702 of specifications..
17.17
11685
200619.77
... More
12.30 Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of section 1600.
FE 500
1.68
80349
134785.45
... More
14.4 Supplying, fitting and placing HYSD bar reinforcement in super- structure complete as per drawing and technical specifications as per relevant clauses of section 1600 FE 500
16.58
81810
1356409.8
... More
13.10 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification and as per relevant clauses 305 of specifications and as per appendix 6 of IRC-78.
682.83
665
454079.96
... More
13.16 Providing and fixing in position bituminous paper bearing for slabs as per approved drawing and confirming to IS:1398.
77.4
48
3714.96
... More
14.19 Filler joint (ii) Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
21.74
457
9935.64
... More
14.19 Filler joint (iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight
63.69
26
1655.99
... More
14.12 Drainage Spouts complete as per MOST standard drawing and Technical specificationand as per clause 2705 of specifications
10.93
1311
14327.92
... More
13.11 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided behind entire surface after abutment, return wall and wing wall to the full
height compacted to a firm condition complete as per drawing and technical specification.
163.27
750
122448.75
... More
14.13 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant clauses of section 1700.
33.26
4664
155124.64
... More
14.14 Reinforced cement concrete non-structural approach slab (Grade of concrere M 30) as per MOST standard drawing including reinforcement and formwork complete as per drawing and Technical specification and as per relevant clauses of section 1500, 1600, 1700 and clause 2704 of specifications.
43.56
9683
421772.11
... More
15.5 Providing and laying suitable designed Filter material underneath pitching in slopescomplete as per drawing and Technical specification
203.24
750
152433
... More
15.4 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A) Stone/Boulder
49.65
2211
109780.57
... More
15.4 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications B) Cement Concrete blocks of size 0.3x0.3 x0.3 m cast in cement concrete of Grade M15
50.91
4947
251851.77
... More
14.9 Construction of RCC railing with precast rails and cast in situ vertical post of M30 Grade in-situ with 20 mm nominal size aggregate, 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 adequate space between vertical post at expansion joints of superstructure for expansion, complete as per approved drawings and technical specifications and as per relevant clauses of sections 1500, 1600, 1700 and clause 2703 of specifications (as per MoST specification drawing SD/201 or SD/304)
44
1999
87956
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