Name of Work: Repair of breach lining of Kaluana Link Channel from RD 0 to 12300
Sl.No.
Item Description
Item Code / Make
Quantity
Units
1
1
Single layer B/L i/c curved portion on the side slopes with ist class brick size of 22.86 cm x 11.11 cm x 6.83 cm laid in 6 mm thick 1:3 cement plaster sand mortar over second plaster 10mm thick 1:3 cement sand mortar plaster 10mm thick 1:6 cement sand plaster on prepared sub grade as per P.W.D. specification and water supply for work complete in all respect 1 Sqm. charges on through rate basis (Approved vide CE/CU-II, I.D. Haryana, Chandigarh letter No. 7204-13/Lg. dated 12.9.1994 H.S.R. 19.29 @ Rs. 47.15+600% = 330.05/Sqm.
BI01010001010000000000000515BI0100001120
424.78
Sqm.
2
2
Single layer B/L of 22.86 cm x 11.11 cm x 6.83 cm with 1/4\" (6mm) cement sand mortar over 10mm thick cement plaster 1:3 over 10mm thick cement plaster thick 1:6 itself will be paid on ground layer after preparation of sub grade as per P.W.D. specification on through rate basis
BI01010001010000000000000515BI0100001121
250.6
Sqm
3
3
Laying 1st class brick work in 1:3 cement sand mortar in foundation and plinth as per approved design,drawing & PWD Specification i/c supply & carriage of material Complete in all respact.
BI01010001010000000000000515BI0100001122
5.29
Cum
4
4
E/Work excavation in filling in ordinary soils exclusive of compensation earth work duly dressed with combined lead upto 495 mtr. i/c breaking of clods as per approved design,drawing & PWD specification. HSR item No.6.2(b),(c)I,ii,iii , 6.3-(i)
BI01010001010000000000000515BI0100001123
205.74
%Cum
5
5
E/work for compaction in excavation in ordinary soil and filling, in 15 cm layers in foundation & plinth i/c ramming, watering with earth brought from a distance not exceeding 30 mtrs.as per approved design drawing & PWD specifications. HSR No6.2g(v)6.2g )(i) [6.2g(iii), 6.3(i) 6.2g(iii)]
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