Public Works Department Tender
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Costs
EMD
₹ 1,55,936Document Cost
₹ 4,000Tender Fee
Refer Documents
Summary
Improvement Adc Road From Bagma-atharabola Road (point Daria- Bagma Rps Office ) To Bagma Sm School Under Killa Sub-zone, Killa R. D. Block./ S.h- Side Widening, Bm And Carpeting, Rcc Retaining Wall, Toe-wall, Pucca Side Drain And Allied Works Dur
Description
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Contact
Tender Id
2024_CEPWD_56214_1Tender No
121/NIT/SE-III/R/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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(IV) Brick edging laid length wise.
Providing and laying brick edging laid length wise on prepared sub grade according to lines, grades and cross section shown on the drawinG , filling joints with earth, free from clay with plasticity index not exceeding 6,watering and rolling the same with three wheeled road Roller 80-100KN as per MORD tech. Specification clause 412.
596.3
89
53088.59
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WBM Grading - 2
Providing, laying, spreading and compacting 63 mm to0.075 mm jhama brick aggregates to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRD Technical Specification Clause 405.
A) By manual means ,
35.82
7819
280095.21
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WBM Grading - 2
Providing, laying, spreading and compacting 63 mm to0.075 mm jhama brick aggregates to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRD Technical Specification Clause 405.
A)By manual means ,
35.82
7850
281222.46
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Maintenance of bituminous surface road I. Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method, filled with 75 mm B.M, after applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per MoRD technical specification Clauses 1900, 502, 503 and 504.
4.88
17952
87572.34
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Providing and laying bitumimous macadam with hot mix plant using crast aggregates of grading as per Table 500.4 premix with bitumimous binder, transported to side upto a lead of 1000m laid over a previously prepared surfase with paver finisher to the requared grade, label and alignment and rolled to achieve the desigered compaction as MoRD Tech. Specification Clause 504.
i) With Vicosity Graded Bitumen of VG-30
108.83
16831
1831766.7
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(ii) Medium 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 0.90- 1.20 kg/sqm using mechanical means as per MoRD Technical
Specification Clause 502.
477.6
91
43819.8
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(Iii) Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared
granular surface treated with primer & cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503.
2176.5
23
51474.23
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25 mm thick open graded premix carpet using bitumenus (viscosity grade / modified bitumen) binder .
Providing , laying and rolling of open-graded premix carpet of 25mm thickness composed of 13.2mm 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 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 eitherType A or Type B or Type C or Type D as per MoRD Technical Specification Clause 508. By mechanical means- (I) Bitumen of VG-30
2176.5
415
904901.64
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510. A. By Manual Means Case - IV : Type D (premix with fine sand). Bitumen of VG-30
2176.5
79
172727.04
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Cons. Of Toe wall for protection of slops as per drawing MoRD Tech . Specifications Clause 1302.5 (including centering, shuttering, staging etc. but ex/c reinforcement).
I) Cement concrete grade M-10 (using jhama brick aggregate)
ii) Nominal mix 1:3:6 (Hand mixing)
8.82
9859
86961.32
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B.With dewatering.
Earthwork in excavation for structures as per drawingand MoRD technical specifications Clause 305.1including setting out, construction of shoring,shutting & bracing,removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable materials.
1)Ordinary soil (i) Upto 3 m depth.
201.15
495
99689.94
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Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200 I) Sand filling.
14.9
1453
21661.47
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Providing concrete for plain concrete(using jhama brick aggregate) in open foundations complete in/c form work as per drawing and MORD technical specification clauses 802,803,900,1202 and 1203 (in/c centring, shuttering, staging etc. But ex/c reinforcement).
I) PCC grade M10 ii)Nominal mix 1:3:6(Hand mixing)
14.9
9523
141907.15
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800, Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement). V ) R.C.C grade M 25
97.15
12123
1177838.83
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Supplying, fitting and placing thermo-mechanically treated bar/cold twisted deformed steel bar reinforcement in superstructure complete as per drawing and MORD tech. Specification clauses 1002, 1005, 1010 and 1202
8.48
91636
776839.2
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Providing weepwholes in brick masonary/Stone masonary plain/reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe or PVC pipe ( 110mm OD of 6.0 kg/sqcm pressure ) extendind through the full width of the structures with slope of 1(V), 20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.37
36
392
14119.2
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Providing & laying filter media with Jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the Soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing & MoRD technical specification clause 1204.3.8
54
4807
259623.36
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Brick mansonry work in cement morter in substructure complete excepting pointing and plastering as per drawing & MoRD technical specification clauses 602,603,604,1202 & 1204. II. In 1:4 cement morter.
9.14
10192
93159.27
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Plastering with cement mortar (1:4) 12 mm thick on brickwork/ C.C. work including a finishing coat of neat cement punning with 2.75 kg of cement per sqm in substructure as per MoRD technical specification Clauses 613.4 & 1204.
87
315
27463.29
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Road side pucca drain
Const. of road side pucca drain with M10 1:3:6 with jhama brick Aggr. To specified lines , grades , levels and dimension as per approved design MORD technical specification clause 307,1606. Excavated material to be used in embankment at side (in/cl centering , shuttering etc. but ex/cl reinforcement )
B) Trapezoidal drain ( top clear width 600mm, bottom clear width 300mm and clear depth of 400mm )
i) Ordinary soil.
315
3537
1114192.8
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