Public Works Department Tender
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Costs
EMD
₹ 48,502Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Fdr/mtc. Of Road From Tk Road To Ghanierbill (l-5.34km) /sh- Pucca Drain, Toe Wall And Protection Work Etc, Portion From 3.00 Km To 5.34 Km, Gr-ii (two)
Description
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Contact
Tender Id
2024_CEPWD_52484_1Tender No
36/EE/TLM/PWD(RandB)/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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BOQ Items
12.1 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.
69
669658
9705.19
12.16 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.
267.6
61949
231.5
M 3.9 Providing and placing gunny/ polythene (of minimum wall thickness of 500 micron) bags filled with sand (of minmum qty of 0.034 cum) and properly manually stitched to avoid any leakage of sand as per specification.
330
11154
33.8
14.16 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)
I. Cement concrete grade M 10 (using jhama brick aggregate) in case of concrete block pitching.
i)Nominal mix 1:3:6
121.5
1194078
9827.8
3.4 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
100
27900
279
M 1.14 Seal coat on old bituminous road surface
Sand seal coat on old bituminous road surface by applying Viscosity Graded (VG-30) bitumen @ 1.00 kg per sqm using rubber brush after proper cleaning of the road surface and spreading of river sand @0.06 cum/10 sqm complete as per specification and direction of the Engg.-in-Charge.
192
19202
100.01
3.15 Surface Drains
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRD Technical Specification Clause 307.
30
3438
114.6
3.16 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)
C. Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 600 mm)
I. In Ordinary Soil
50
210762
4215.23
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