Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date29 Aug 2024
Closing Date3 Sep 2024
Tender Amount₹ 24,22,899
Costs
EMD
₹ 48,458Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Fdr/ Urgent Mtc Of Different Road For Lowgang- Betaga And Gardhang Area Surface Under Santirbazar Sub-division
Description
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Contact
Tender Id
2024_CEPWD_51842_1Bid Award Id
ViewTender No
18/EE/PWD R and B/STB/2024-2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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.
717.92
176178
245.4
Brick soling (ii) Flat Brick soling Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 KN as per MoRD Technical Specification Clause 412.
1630.64
970834
595.37
Brick soling (iv) Brick edging laid length wise Providing and laying brick edging laid lengthwise on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 KN as per MoRD Technical Specification Clause 412.
1384.2
122266
88.33
Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 sqm in ordinary soil to specifie 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 (A) Manual Means
420
48132
114.6
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
57
26117
458.2
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200 I. Sand filling
6.3
9159
1453.79
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) III) P.C.C. grade M 10 (i)Nominal mix (1:3:6)
8.4
79984
9521.89
Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including formwork as per drawing & MoRD technical Specification Clause 900, 1200 &1203 (including centering, shuttering, staging etc but excluding reinforcement) III. P.C.C grade M 20 ( using jhama brick aggregate ) (i)Nominal mix (1:2:4)
44.7
466562
10437.62
Single bamboo palasiding/walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & driven @ 150 mm c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and MoRD technical specification Clause 1302.5. (A) Driven at least 900 mm below ground and 1200 mm above ground on average
97.5
112067
1149.4
Single bamboo palasiding/walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & driven @ 150 mm c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and MoRD technical specification Clause 1302.5. Driven at least 900 mm below ground and 900 mm above ground on average
80
88200
1102.5
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.
4615
209983
45.5
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