Tender For Interlocking Road Construction Work From Nat Dera Under Malwa To The House Of Shri Gayadin Pasi In Gram Panchayat Gadha., Sultanpur-Uttar Pradesh
TDR : 55508667
Tender Notice
BOQ
14 Days Left
Sultanpur
Uttar Pradesh
Tender For Interlocking Road Construction Work From Nat Dera Under Malwa To The House Of Shri Gayadin Pasi In Gram Panchayat Gadha.
Name of Work:- Gram Panchayat Gadha mein Malava antargat Nat Dera se Shri Gayadin pasi ke ghar Tak interlocking Marg Nirman Karya
Sl. No.
Item Description
1
Earthwork in excavation in foundation in ordinary soil including 30m lead and 1.5 m lift with ramming dressing etc all completed as per direction of E/I. Si No. 2.1.1
2
Concrete with 40mn gauge B/B, c/sand of 1.25 FM and Cement in proportion of 12:6:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. Si No. 273
3
Class -150 brick work in 1;4 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. Si No. 6.1.1
4
P/L of 25mm thick 1:2:4 Plain cement concrete floor with cement, approved coarse sand and 20mm grit.Si no. 4.1.3
5
12mm thick Cement Plaster finishing with a floating coat of neat cement of mix 1:4 with 1 cement and 4 Coarse Sand mortar.As per Sor 13.7.2
6
Supply of 350 mm dia NP-3 RCC Hume Pipe Plan end/Flush Joint Complete all work.
7
Laying and fixing of 350 mm dia Np-3 hume pipe in proper colmplete as per direction of Engineer-in-Charge.
8
Construction of Granular sub base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and complacting with smooth wheel roller to achieved the desired density. complete as per clause 401.
9
Providing and laying of interlocking cement concrete pavement of grade M-30 having thickness 80mm and including 25mm local sand cushion below interlocking block as per drawings and technical specification clause 1504.
10
E/W in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.5m in depth and local e/w in embankment to be in 20 cm . I/c royality both side patri. Please Enable Macros to View BoQ information
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