Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date5 Feb 2025
Closing Date10 Feb 2025
Tender Amount₹ 1,45,62,537
Costs
EMD
₹ 2,91,251Document Cost
₹ 4,000Tender Fee
Refer Documents
Summary
Strengthening Of Pwd Roads (i) Baithangbari Road To Montala Road Via Dutta Bari And Dewanpassa Post Office L-0.800km (ii) Batarashi Cow Market Road To Mandop Para L-0.550 Km Under Pwd Randb Dharmanagar Sub-division During The Year 2024-25
Description
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Contact
Tender Id
2025_CEPWD_57914_1Bid Award Id
ViewTender No
63/SE(I)/KGT/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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Granular Sub-base with Well Graded Material (Table 400.1). (A) By Mix in Place Method. Construction of granular sub-base by providing well graded material spreading in uniform layers with motor 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 Technical Specification Clause 401.
185.3
6398
1185679
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(i) For Grading I Material. Water Bound Macadam Sub-Base / Base. (ii) WBM Grading 2. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/ 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.
121.24
8318
1008543
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(iii) WBM Grading - 3. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening 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.
452.25
8452
3822541
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Prime Coat. (i) 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- 1.00 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502.
5175
73
379845
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Tack Coat. 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.
5175
23
120578
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20 mm thick Open-Graded Premix Carpet using Bituminous. 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 Viscosity 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 either Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 508. Case - II By Mechanical Means. (I) Bitumen of VG-30.
5175
322
1666350
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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 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). (I) Bitumen of VG-30.
5175
77
398993
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Maintenance of Earthen shoulder . (2) Maintenance of Earthen shoulder (Stripping of excess soil). Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD technical specification Clause 1903.
877
19
16751
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Road side Pucca Drains. Construction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and MoRD Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site. (including centering, shuttering, etc. but excluding reinforcement). U shaped drain (top clear width 600 mm, bottom clear width 600 mm and clear depth of 600 mm). I. In Ordinary Soil.
365
4866
1776419
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I. In Ordinary SoilI. In Ordinary SoilI. In Ordinary Soil. I. In Ordinary Soil.
136.1
4215
573693
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Excavation for Structures. A.Without dewatering. Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & 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 material. (I) Ordinary Soil. (i) Upto 3 m depth.
22.5
458
10310
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B. With dewatering. Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom backfilling in trenches with excavated suitable material. (I) Ordinary Soil. (i) Upto 3 m depth.
11.1
495
5501
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Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.(I) Sand filling.
2.85
1168
3329
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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). (I) P.C.C grade M 10. (i) Nominal mix 1:3:6.
0.6
9983
5990
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(II) P.C.C grade M 15.(i) Nominal mix (1:2:4).
2.25
10234
23027
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R.C.C grade M 20.
3.75
11091
41593
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(V) R.C.C grade M 25.
2.8
11629
32561
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Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRD technical specifications Clauses 1000 & 1202.
0.72
91240
65693
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Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. But excluding reinforcement). (V) R.C.C grade M-20 (1:2:4) (Nominal mix).(i) upto 5 m height.
0.38
11731
4411
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(VI) R.C.C grade M-25. (i) upto 5 m height.
4.23
12300
51980
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Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202..
0.46
91483
42448
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Providing weep holes in brick masonry/ stone masonry,plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 kg/cm2 pressure) extending 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, 1204.3.7..
8
392
3138
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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 and MoRD technical specification clause 1204.3.8.
12
4831
57978
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Backfilling behind abutment, wing wall & return wall complete as per drawings & MoRD technical specification Clause 1204.3.8 (I) Sandy material .
16.8
1592
26747
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Plastering with cement mortar (1:4) 12 mm thick on cement punning with 2.75 kg of cement per sqm in brickwork/ C.C. work including a finishing coat of neat substructure as per MoRD technical specification Clauses 613.4 & 1204.
56.68
224
12731
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Providing pressure relief pipes 100 mm dia in bottom slabof box cell on a filter media base of 500 mm x 500 mm as per drawing & MoRD technical specification Clause 1205.5.7.
8
1524
12195
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Providing & laying reinforced cement concrete in superstructure as per drawings & MoRD technical specifications Clauses 800, 900, 1205.4 & 1205.5 (including centering, shuttering, staging etc. but excluding reinforcement).(II) R.C.C M 25.(1) upto 5 m height.
14.09
13372
188414
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Supplying, fitting, & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in superstructure complete as per drawing & MoRD technical specifications Clauses 1002, 1010 & 1202.
1.25
93234
116077
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawings & MoRD technical specifications Clauses 800 & 1206.3 .(including centering, shuttering, staging etc. And reinforcement).
0.7
19166
13417
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Construction of R.C.C railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line & grade,tolerance of vertical railing post not to exceed 1 in 500,centre-to-centre spacing between vertical posts not to exceed 2000 mm including reinforcement as per drawing and MoRD technical specifications Clauses 800, 900 and 1208.3 (including centering, shuttering, staging etc. and reinforcement).
5.6
4251
23807
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Providing and fixing in position Drainage spouts complete as per drawing & MoRD technical specifications Clause1209.
8
2007
16056
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Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete as per drawing and MoRD technical specification Clause 1301(rate includes preparation of bed, nominal surface re-inforcement and filling of granular material in recesses between blocks). (I) Concrete grade M 15.
3.75
10438
39146
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Construction of toe walls for protection of slopes as per Drawing and MoRD technical specifications Clause 1302.5 (including centering, shuttering staging etc. but excluding reinforcement). (II) Cement concrete grade M 10 in case of concrete block pitching. (i) Nominal mix 1:3:6.
129.52
10364
1342371
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