Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date26 Apr 2025
Closing Date21 May 2025
Tender Amount₹ 24,27,077
Costs
EMD
₹ 48,542Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Maintenace Of Pwd Link Road Starting From Nh 208a (new Alignment) To Dharmanagar Kailashahar Road (old Alignment) At Kalikapur Under Jubarajanagar R.d Block Of Dharmanagar Sub-division (l 0.180 Km) During The Year 2025-26
Description
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Contact
Tender Id
2025_CEPWD_60681_1Tender No
02/EE/DD/PWD(RnB)/2025-26Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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(ii) with 600 mm equilateral triangle aluminium sheeting.
2
3576
7154
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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.
1.68
224
377
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Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m. 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 all lifts and lead upto 1000 m as per MoRD Technical Specification Clause 302.3.
60.48
44
2667
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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.
0.45
10438
4698
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Construction of Embankment with Material Obtained from Borrow Pits. 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 Technical Specification Clause 301.5.
147.67
245
36239
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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
9.6
4831
46382
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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.
17.1
458
7835
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Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. (I) Sand filling.
1.42
1168
1660
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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).
2.8
4251
11903
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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.
4.1
495
2034
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(iii) with 600 mm circular aluminium sheeting.
2
3736
7473
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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.
0.26
9983
2556
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Granular Sub-base with Well Graded Material (Table 400.1) using Jhama Brick Aggregate. (A) By Mix in Place Method. Construction of granular sub-base by providing well graded material (Jhama Brick Aggregate, Grading I, as per Table 400.1, spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401
81.51
4720
384765
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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.
1.38
91483
126521
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R.C.C grade M 20.
0.53
11091
5823
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(i) For Grading - I Material (jhama brick aggreate). Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate. (2) WBM Grading - 3. Providing, laying, spreading and compacting jhama brick aggregates of specific sizes 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.
46.78
7474
349623
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20 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder. 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.
595.35
322
191703
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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.
595.35
77
45901
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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.
2.58
10364
26741
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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).
0.42
19166
8050
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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.
623.7
73
45780
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(II) P.C.C grade M 15. (i) Nominal mix (1:2:4).
1.35
10234
13816
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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.
255.15
19
4873
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Road Markers/Road Stud with Lens Reflector. Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873(Part 4) 1973.
40
195
7804
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Retro-reflectorised Traffic Signs. Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide MoRD technical specification Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm 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 Technical Specification Clause 801. (i) with 900 mm equilateral triangle aluminium sheeting.
2
3820
7641
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Road Delineators. Providing and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings and as per MoRT&H Technical Specification Clause 806.
20
607
12158
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Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on Bituminous Surface. Providing and applying 2.5 mm thick thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material including reflectorising glass beads @ 250 gms per sqm area by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign material etc, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes as per MoRT&H Technical Specification Clause 803.
56.7
721
40932
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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). Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 600 mm). I. In Ordinary Soil.
189
4215
796678
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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). (VI) R.C.C grade M-25. (i) upto 5 m height.
12.78
12300
157194
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Construction of Subgrade and Earthen Shoulders. 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 as per MoRD Technical Specification Clause
303.1.
153.09
233
35792
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Clearing and Grubbing Road Land. 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 MoRT&H Technical Specification clause 201.(I) By Manual Means. (A) In area of light jungle.
0.01
86289
863
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Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint. Ordinary Kilometre Stone(precast).
18
109
1964
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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.
16.8
392
6589
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