Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date3 Mar 2025
Closing Date24 Mar 2025
Tender Amount₹ 91,84,992
Costs
EMD
₹ 1,83,700Document Cost
₹ 4,000Tender Fee
Refer Documents
Summary
Fdr To Road From Bishalgarh Sdm Office To Karaiyamura Byepass Road At Dulal Debnath House To Murabari Road Via Manu Fakir House (l_0pnt72 Km) And Road From Samar Sarkar House To Karaiyamura Byepass Road Via Dws Water Pump House (l_0pnt40 Km)
Description
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Contact
Tender Id
2025_CEPWD_59118_1Tender No
231_R_DNIT_SEIV_PWD(RnB)_24_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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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
281.19
7784
2188988
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Prime Coat:
(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.
3749.21
91
341553
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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 dry and hungry bituminous surface cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503.
3749.21
23
87732
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Seal Coat on Old bituminous road Surface:
Sand seal coat on Old bituminous road surface by applying viscosity Graded (VG30) Bitumen @1.00kgPer Sqm Using rubber Brush after Proper cleaning of the road surface and Spreading of river Sand @0.06cum/10sqm Complete as per specification and direction of the Engineer-in-Charge.
386.25
100
38702
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25 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder:
Providing, laying and rolling of open-graded premix carpet of 25 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
3749.21
413
1549736
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Seal Coat
Providing and laying seal coat sealing the voids in a bituminious 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 Techinical Specification Clause 510
A. By Manual Means
Case - IV : Type D (premix with fine sand)
(I) Bitumen of VG-30
3749.21
78
293376
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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
460
458
210772
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Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
I. Sand Filling
58.4
1345
78598
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Providing concrete for plain concrete (using jhama brick aggregate) 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 (using jhama brick aggregate)
(i) Nominal mix 1:3:6
58.4
9441
551398
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Brick masonry work in cement mortar in foundation completed excluding pointing & plastering as per drawing & MoRD technical specifications Clauses 600, 1202 & 1203.
II) Brick masonry in 1:4 cement mortar
18.29
9753
178380
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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.
60
230
13854
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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).
IV) R.C.C grade M 20
123
11504
1415047
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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.
9.84
91625
901590
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Providing weep holes on brick masonry/ plain/ reinforced concrete wall with 75 mm dia uPVC pipe with ISI mark of approved/ reputed make extending through the full width of the structures with slope of 1(V):20(H) towards drawing face including cutting, fixing etc. complete as per drawing and direction of the Engineer in- Charge and technical specification
124.19
162
20206
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Excavation in Cutting in soil by manual means with lead upto 50 m:
Excavation in Roadway cutting in soil by using manual means for carrying of cut earth to embankment site with all lifts and lead upto 50 m as per MoRD Technical Specification Clause 302.3
239.4
214
51423
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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 10000 m as per MoRD Technical Specification Clause 301.5.
207.36
305
63431
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