Construction of stadium at Kamlah, Distt. Mandi (HP). (SH- C/o R/wall, earth filling and seating steps and MS metal railing).

Amount

Earthwork in excavation for structures as per drawing and technical specification clause 305.1 i/c setting out construction of shoring and bracing,removal of stumps and other deleterious material and disposal upto all leads and any quantum of water i/c cleaning of slush which may arise out during dewatering including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

P/L concrete 1:5:10 for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 and 1203 as per drawing including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Providing weep holes in brick masonary/stone masonary/plain reinforced concrete abutment,wall,return wall 100mm dia PVC pipe extending through the full width of the structures with slope 1(v):20(H)towards daring face complete as per drawing and technical specification clause 614,709,1204,307 including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Backfilling granular material behind retaining wall,abutment,wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Providing and laying cement concrete 1:3:6 (1cement:6sand:12graded stone agregate 40mm nominal size ) nominal mix PCC grade M-10 for plain/RCC concrete in open foundations complete s per drawing and technical specification clause 802,803,1202 and 1203 i/c carriage of materials with in all lead and lifts

C/O embankment for road way with approved material from borrow or other sources in layer of suitable thickness not exceeding 200mm thick each layer and compacted with 80-100 KN static/vibratory roller to meet requirement of table 300.1 and 300.2 of technical specifications to lines,grades,levels and cross sections as per drawing and directions of engineer-in-charge to technical specifications clause-301 and other relevant clauses i/c preaparation of fdn for embankment in all kind and classification of soils i/c saturated soil and dewatering of water wherever required i/c handling of material for c/o embankment within all lead and lifts.The rate shall include carriage of machineries ,equipments,tools and materials and materials and safety measures payment of all taxes , octroi royality and other incidentals necessary to complete the work in all respects

Steel work welded in built up sections, trusses and framed work, i/c cutting, hosting, fixing in position and appling a priming coat of red lead paint including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.:- (a) In grating framed guard, bars ladders, railing, brackets and similar works i/c carriage of materials with in all lead and lift

S/F expanded metal to wood or steel members in partitions weight exceeding 3kg and not exceeding 5kg/sqm including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.(a) Metal steel members railing ground side

KHUB RAM

Prem Chand

Anil Kumar

Roop Lal