| 1 | 1 | Earth work excavation in ordinary soil exclusive of compensation of earth dressed with a cobined lead 30 metres including breaking of clods. HSR item No. 6.2 (b) ( C) (i) and 6.3 (i) | | 284.49 | Per 100 Cum |
|---|
| 2 | 2 | Excavation for pipelines running under pressure in trenches and pit, in open areas, where disposal of surplus earth is done alongwith the alignment incuding trimming & dressing sides, levelling of beds of trenches to correct grade, cutting joints holes, cutting trees and bushes etc., refilling consolidation and watering of refill, in 15 cm layers all kind of soils, not exceeding 2 metres depth inluding dressing of bottom and side of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers and restoration of unmettalled or unpaved surface to its original condition, including the cost of dewatering of rain water, fixing caution boards, watching, fencing etc, and outside the town in odinary soil without timbering and shoring upto 1.5 metres depth. HSR item No. 6.8 (a). | | 1747.29 | Per 100 Cum |
|---|
| 3 | 3 | Providing lowering, laying, cutting ( cut surface to be uniformly finished), jointing with rubber rings marked with IS : 5382 and testing of SPIGOT AND SOCKETTED 450 mm dia RCC NP2 MARKED WITH IS: 458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc., complete in all respects to the satisfaction to the Engineer-in charges. HSR item No. 28.60 A & C Slip No.-9 dated 04.11.2010. | | 907.32 | Per Mtr |
|---|
| 4 | 4 | Cement concrete 1:4:8 with brick ballast 40 mm nominal size in foundation and plinth. HSR iotem No. 10.36 | | 7.66 | Per Cum |
|---|
| 5 | 5 | First class brick work laid in cement sand mortar 1:5 in foundation and plinth. HSR item No. 11.3. | | 48.75 | Per Cum |
|---|
| 6 | 6 | 10 mm thick cement plaster 1:4 in nakkas and culverts. HSR item No. 15.5 | | 167.21 | Per Sqm |
|---|
| 7 | 7 | Proving and fixing steel bar embedded plastic steps of size 263 mm x 165 mm of orange colour, conforming to specifications, in pump chambers, manholes etc., having minimum 3 mm thick Polypropylene polymer conforming to IS : 1 910 encapsulated on 12 mm dia ribbed steel bars as per IS : 1786 including cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, unloading, stacking, handling, re-handling etc., complete in all respect to the satisfactionof Engineer-in -Charge. HSR item No. 29.28. A & C slip No. CZC -6 dated 03.07.2009. | | 81 | Each |
|---|
| 8 | 8 | Cement Concrete 1:2:4 with stone aggregate 20 mm in F&P. HSR item No. 10.41 | | 0.15 | Cum |
|---|
| 9 | 9 | Providing and fixing of C I Nakkas 450 mm complete in all respect N.S on side wallls of Hoddies directly to fields.( 2 per Hodies) | | 18 | Each |
|---|
| 10 | 10 | Structural steel work in angles, tees and flats revitted i/c cutting fixing all guesst plate, bolts, nut river etc with hoisting and erecting position for any span for building and bridges. HSR item No. 18.3 | | 3.5 | Qtl |
|---|
| 11 | 11 | Providing and fixing of C I Nakkas 450mm complete in all respect N.S on upper face of vertical Pipe. | | 7 | Each |
|---|
| 12 | 12 | Supply of RCC pannels of required size 33''x33'' at site of work as per approved drawing and design (As per CAD authority) on side wallls of small Hoddies above vertical pipe directly to fields. | | 14 | Each |
|---|
| 13 | 13 | Fixing of RCC pannels of required size 33''x33'' at site of work as per approved drawing and design (As per CAD authority) on side wallls of small Hoddies above vertical pipe directly to fields. | | 14 | Each |
|---|
| 14 | 14 | Supply of RCC lid of required size 27'' at site of work as per approved drawing and design (As per CAD authority) for side wallls of small Hoddies above vertical pipe directly to fields. | | 7 | Each |
|---|
