Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Nov 2024
Closing Date14 Nov 2024
Tender Amount₹ 1,37,17,704
Costs
EMD
₹ 2,74,354Document Cost
₹ 4,000Tender Fee
Refer Documents
Summary
Fdr/mtc. Of Road From Us Road (t01) To Basi Sarder Para (l059), Sabroom South Tripura Under Satchand Block (l-7.069 Km)/sh - Patch Metalling, Re-carpeting And Seal Coat Etc. During The Year 2024-25. (portion From 2.340 Km To 7.069 Km)
Description
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Contact
Tender Id
2024_CEPWD_53693_1Tender No
23(1)/PNIeT/EE/PWD/SBM/24-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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BOQ Items
Brick masorny 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
94.93
9937
943346.88
Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & MoRD technical specification Clauses 602, 603, 604, 1202 and 1204
II. In 1:4 Cement mortar
144.63
10145
1467278.58
Providing weepholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC 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.
44
392
17256.8
Providing & laying filter media with granular crushed 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.
43.2
4845
209336.83
Providing PCC M 20 (with jhama brick aggregate)
architectural coping on the top of wing wall, return wall etc. complete including formwork as per drawing & MoRD technical specification Clauses 615, 710 & 1204.3.11
120
685
82284
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
58.6
7804
457330.99
Prime Coat . (i) Low porosity Providing and applying prime 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 Caluses 502.
781.33
74
57888.96
Tack Coat: (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 Clause503.
17733.75
19
344389.43
20mm thick open –graded premix carpet using Bituminous (viscosity grade / Modified bitumen) binder.
Providing & laying rolling of open –graded carpet of 20mm thickness composed of 13.2mm to 5.6mm aggt.Either using penetration grade bitumen of emulsion to required line, grade & level to serve as wearing course on a previously prepared base in/c. mixing in a suitable plants, laying & rolling with a three wheel 80-100km static roller capacity, finished to required level & grades to be followed by seal coat of either type A or type B C or type D as per MoRD technical specification clauses 508. Case-I: By manual means
ii) Bitumen (60/70 Grade) VG-30
17733.75
368
6528325.39
Seal Coat
Providing & laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade & cross fall using type A or B type C or D as per MoRD technical specification clauses 510. 1) By Manual Means.
Case-iv : Type D ( Premix with fine sand )
ii) Bitumen of VG-30
17733.75
78
1394050.09
Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment / subgrade, replacement by suitable soil, which shall be paid separately as per MoRD Technical Specification Clause 303.5.2 and as per MoRD Technical Specification Clause 302.3.11.
922.38
44
40676.91
Road side Pucca Drain: Construction of road side Pucca drain with M10 (1:3:6 with Jama brick aggregate) to specified lines , grades, levels and dimensions as per approved design and MoRD technical specification clause 307, 1606. Excavated materials to be used in enbankment at site (including centering, shuttering etc. but ex/c reinforcement). D. U shaped drain (top clear width 600mm, bottom clear width 600mm and clear depth 600mm) I. In ordinary Soil
150
4866
730035
Manufacturing & supplying of machine made 4 mm G.I. wire crates chain link type size of cage 1500 mm. X 600 mm. X 450 mm. having square mesh of 80mm. X 80mm. including carrying to the work site as per direction of the Engineer-in charge (Weight of each cage shall not be less than 7.80 kg)
2901.6
142
413797.18
Supplying and stacking mixed class brick bats (50% first class & 50% un-class) including carriage loading & unloading at the site of work complete as per direction of the Engineer-in-charge
150.66
3420
515395.81
Labour charge for filling/packing of mixed class brick bats in S.W.G PVC wire crates of size of 1500 mm. X 600 mm. X 450 mm. fastening with SWG GI wire and placing in river bed/slope properly as per direction of the Engg-in-Charge.
372
173
64467.6
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.
216.67
245
53116.16
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