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Reconstruction Of Bailey Bridge Over Imphal River At Wangoo, Wangoo-Manipur

Public Works Department-PWD has published Reconstruction Of Bailey Bridge Over Imphal River At Wangoo. Submission Date for this Tender is 20-07-2020. Bridge Work Tenders in Wangoo Manipur. Bidders can get complete Tender details and download the document.




Tender Notice

24797540
Reconstruction Of Bailey Bridge Over Imphal River At Wangoo
Open Tender
Indian
Manipur
Wangoo
20-07-2020

Tender Details

Reconstruction Of Bailey Bridge Over Imphal River At Wangoo

Key Value

Document Fees
INR 10000 /-
EMD
INR 243500.0 /-
Tender Value
INR 1.21 Crore /-

BOQ Items

Name of Work: Reconstruction of Bailey Bridge over Imphal river at Wangoo
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Dismantling of bailey bridge within a lead of 50m i/c stacking of dismantled item neatly at site but excluding mechanical transporty.(i)D.D.R.(wooden decking) BI01010001010000000000000515BI0100001113 19 bay
2 2 Demolition above ground level upto floor two level including disposal of unserviceable materials with 50m lead and including cutting the necessary reinforcement and separating out from RCC/Brick work (i) R.C.C. work BI01010001010000000000000515BI0100001114 13.83 cum
3 3 HYSD bar reinforcement in sub-structure completes as per drawing and technical specifications. BI01010001010000000000000515BI0100001115 992.439 kg
4 4 Cement concrete for plain concrete/reinforced concrete for sub-structure i/c form work complete as per drawing and technical specifications. (a) Upto 5.0m in height (RCC M-25) BI01010001010000000000000515BI0100001116 15.79 cum
5 5 Assembly and launching of bailey bridge within a lead of 50m but excluding mechanical transport and cost of fixing of decking. (i) D.D.R. (Wooden decking) BI01010001010000000000000515BI0100001117 19 bay
6 6 Supplying and fitting of Khangra or Tolhao planks wheel guards and rails etc. complete with necessary iron works. BI01010001010000000000000515BI0100001118 28.82 cum
7 7 Providing and fixing bolts above 300 mm in length i/c nuts and washer completed. BI01010001010000000000000515BI0100001120 0.84 Qtl
8 8 Coal tarring two coat on new work using 0.15 and 0.12 litres of coal tar per sq.m. in the first coat and second coat respectively. BI01010001010000000000000515BI0100001121 298.34 sqm
9 9 Painting (two or more coats) with synthetic enamel paint of approved quality all shades execpt black or chocolate on steel on new work to give an even shade. BI01010001010000000000000515BI0100001122 671.988 sqm
10 10 Earth work in excavation in foundation trenches or drains i/c dressing of sides and ramming of bottoms lift upto 1.5 metres i/c getting out the excavated soil and disposal of surplus excavated soil in Hard/Dense soil. BI01010001010000000000000515BI0100001123 28.0125 cum
11 11 Cement concrete for plain concrete/reinforced concrete for sub-structure i/c form work complete as per drawing and technical specification. PCC M15 Grade (a) Upto 5.0m height. BI01010001010000000000000515BI0100001124 626.26 cum
12 12 Banking excavated earth in layers not exceeding 20 cm in depth breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammer and rolling every third and topmose layer with power roller of minimum 8 tonne and dressing up in embankment for roads marginal bank flood banks and guide banks lead upto 50 metres and lift upto 1.5 metre. (a) Hard/Dense soil. BI01010001010000000000000515BI0100001125 630 cum
13 13 Providing laying & compacting granular base/sub-base according to lines, grades& cross-sections by using naturally occurring sand gravel/conforming to IRC Grade 2 of M.O.S.T. specification free from organic or other deleterious constituents compact by rolling with power roller of 8 to10 tonnes capacity in layers not exceeding 150 mm (spread thickness) including rolling of the road surface to proper level & grade 30 cm width edging on both sides etc. complete as directed by the Engineer-in-charge. BI01010001010000000000000515BI0100001126 391.5 cum
14 14 Providing and laying one layer W.B.M. 7.5 cm consolidated thickness using 1 cum of stone aggregate conforming to IRC Grades per 10 sqm of road surface & 0.23cum of binder materials of approved quantity per 10 sqm of road surface including consolidating of the same, rolling of the surface to camber, super elevation & grade by using template straight edges & spirit level in layers not exceeding 100 mm to 130 mm thick (spread thickness), dry & wet rolling with 8 to10 tonne roller including earth edging 30 cm width on both sides & applying binding materials as specified. BI01010001010000000000000515BI0100001127
15 14.1 (a) IRC Grade-II BI01010001010000000000000515BI0100001128 130.5 cum
16 14.2 (b) IRC Grade-III BI01010001010000000000000515BI0100001129 261 cum
17 15 Preparing surface by brushing with wire brushes for remaining caked mud etc. sweeping with brooms and finally fanning the cleared surface with gunny bags to remove all loose dirt etc. (a) Water bound macadam surface new. P/A evenly a priming/tack coat with bitumen (80/100) \n2 cm consolitated thick single coat pre-mix carpet surfacing with 0.27 cum stone chipping 12.5 mm size 0.18 cum and 10 mm size 0.09 cum mix with 14.6 kg of binder per 10.00 sqm of road surface & rolling complete i/c a seal coat I.R.C. type "B" with 0.06 cum of stone chipping 6.3 mm nominal size & 6.8 kg of bitumen 80/100 per 10.00 sqm of road surface. BI01010001010000000000000515BI0100001150 1650 Sqm
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