Construction Work Of Nala Behind Kabristan Sarswato Mahavidhyalay In Ward No. 29 Chhipaiti Tixi Mandir. Construction Work Of Nala Behind Kabristan Sarswato Mahavidhyalay In Ward No. 29 Chhipaiti Tixi Mandir., Etawah-Uttar Pradesh
TDR : 29570984
Tender Notice
BOQ
Expired
Etawah
Uttar Pradesh
Construction Work Of Nala Behind Kabristan Sarswato Mahavidhyalay In Ward No. 29 Chhipaiti Tixi Mandir. Construction Work Of Nala Behind Kabristan Sarswato Mahavidhyalay In Ward No. 29 Chhipaiti Tixi Mandir.
Name of Work: Construction work of nala behind kabristan sarswato Mahavidhyalay in ward no. 29 Chhipaiti Tixi Mandir.
Sl. No.
Item Description
1
Providing and making the Bandha for diversion of water ............all complete
2
Dewatering of water by diesel pumpset including hire Charges........all complete.
3
Earth work inexcavation in foul condition soil/ Nala Silt including 1.5 M, lift and 30 M. lead including loading and unloading ..........all complete. (SI No 252)
4
Earth work inexcavation in Ordinarysoilincluding 1.5 M, lift and 30 M. lead including loading and unloading ..........all complete. (SI No 251) For Diversion
5
Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 400-2.
6
R;C;C work with cement approved coarse Sand and 2 cm gauge approved Stone ballast in the proportion of 1:2:4 in Raft foundationin footingexcluding supply of reinfocement and its binding but including its fixing and binding the same with 24 B,W,G ,G ,i vinding wire and including necessary crent ering shuttering etc .and also incluing supply of all material lavour and t& p etcbut for Slab (S.I. No. 287)
7
R;C;C work with cement approved coarse Sand and 2 cm gauge approved Stone ballast in the proportion of 1:2:4 in T beam and coloumn excluding supply of reinfocement and its binding but including its fixing and binding the same with 24 B,W,G ,G ,i vinding wire and including necessary crent ering shuttering etc .and also incluing supply of all material lavour and t& p etcbut for Slab (S.I. No. 288) (0.35+0.25)/2=0.30
8
Mild steel or Iron in Plain work such as rein force concrete or reinforcement brick work………….. all comlpete (SI No. 504)
9
Earth work in embankment mechanically compacted to 95% proctor density in ordinary soil excavation to be done in form of regular pits not exceeding ½ M in depth and earth work to be done in 20 cm. layers including ramming and dressing pulvarization the surface to required leves and slopes and also including 1.5M lift and 30 M lead. The earth from cutting to be used in making embankemnt or to be deposited as spoil banks within 30 M distance as directed by the Engineer incharge including supply of roller and water required for proper completion of work as per MOST specification No. 301.2.1 Including roytalty with 8Km Carted .H = (5.00+3.00)/2= 4.00
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