2004 306 40879 Prov LWSS Dharampur in G P Dharampur Tehsil Theog Distt Shimla HP

Amount

Excavation in foundations, trenches etc. in earth work,lift uoto 1.50 metres stacking the excavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. Layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in lead of 20 metres.

Providing Laying,Jointed with Butt welding & testing of G.I. Pipe 65 mm dia Medium grade in trenches complete in all respect and entire satisfaction to the Engineer-in-Charge

65 mm dia

Laying & Jointing in trenches galvanised mild steel tubes (Light grade] i/c P/F of fittings (Earth work in trenches to be measured and paid for seperately).

65 mm dia

Brick work using common burnt clay building bricks in Foundation and Plinth in cement mortar 1:4( 1 cement : 4 Sand)

15 mm cement plaster in single coat on fair side of brick/concrete/stone walls for interior plastering up to floor two level including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth. In Cement mortar 1:3 (1cement :3sand).

Providing & Fixing double flanged Cast steel NRV of leader/Kirloskar/Kilburn and of following dia capable of with standing normal seat pressure as per IS-5312-1884 P-1 with upto date amendment for class ASA -300 as per direction of engineer in charge i/c entire carriage of material upto all leads & lifts

65 mm dia

P/F of double flange cast steel Sluice valve class ASA 300 BS: 1414/API:600/API6D CCS (ASTM A 216 GR WCB). Product Description: Bolted Bonnet, OS/ & Yoke type, Rising stem, Type of Seat: Renewable Seat, Type of Wedge: Solid or Flexible Wedge, Trim: SS (ASTM A:276 TYPE 410 or its Eq.), End Details: Flanges as B 16.5 CL-300 R.F. (Drilled) Serrated, Test Pressure: B.T.P.: 76 Bar Hyd., S.T.P.: 55 Bar, 6.9 Bar Air with 2 Nos. flange welding and turning , Leader make. complete in all respect as per direction of the Engineer-in-Charge

65 mm dia

Providing and laying CC 1:6:12(1 cement : 6 sand : 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, in situ reinforced concrete and plain concrete work in:-

Columns, pillars, posts and struts in Squre, rectangular Collumn Ist

Providing and laying cement concrete 1:2:4 ( 1cement:2 sand: 4graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:-

a) Foundation footing bases of columns.

b) Columns, pillars, posts and struts in Squre, rectangular Column Ist

Providing mild steel/Tor steel reinforcement for RCC work including bending, binding and placing in position complete.

Sandeep Verma (BID ID -579897)

SAnjeev Kumar (BID ID -581818)