|
| 1 | Excavation in trenches not exceeding 1.5 meters wide and not exc 1.5 meters in depth and getting out in Soft/losse soil for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out complete all as specified and directed. |
| 2 | M&L for cement concrete type D2 1:4:8 (40mm graded aggregate) as sub base, in foundation, filling and mass concrete complete all as specified and directed. |
| 3 | Demolition of cement concrete (unreinforced) surfaces in ground floor and paving n.exc. 15cm thickness (below or above ground level) all as Specified. |
| 4 | M&L PCC 1:3:6 type C2 using 40mm graded stone as in surface channel and drains, complete all as specified and directed. |
| 5 | M &L Providing, cement concrete , in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed. |
| 6 | Returning, filling including spreading, watering and well ramming in layers n.exc 25 CM in soft/loose complete all as specified and directed. |
| 7 | Removing excavated material exc 1.5 km but n.exc 5.0 km and depositing where directed. |
| 8 | Demolition Brickwork or stone/ boulder masonry, built in lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles in Cement mortar complete all as specified and directed |
| 9 | M & L Pre-cast cement concrete block masonry with solid blocks, exc. 10 cm in width and setting in mortar 1:4 type C1 (1:3:6) 20mm graded aggreagate, complete in wall or pillars or kerbstone all as specified and directed. |
| 10 | M&L for rendering 15 mm thick in CM 1:4 using on other than fair faces of brick work or concrete surfaces and finish the surface even and smooth without using extra cement including water proofing compound as per manufacturer instruction etc complete all as specified and as directed. |
| 11 | M&L for road cutting (Bituminous road)/ concrete width not exc 1.0 m upto sub base of road pavement and removing the materials from the site and dumped from the outside MD land. Demolition of plain cement concrete in foundation/copings/ bed concrete of drain pipes in any position all as specified and directed. Note: All debris and rubbish shall be removed from MOD land during or at the end of each working period at his risk and cost in accordance with all applicable federal, state, and local regulations ( rate inculsive of removing of demolition material at outside of MOD land). |
| 12 | M & L Framed work such as grills, gratings, other section etc. with ends of bars houldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work con- forming to Fe.290.Gde-E-165 complete all as specified and directed. |
| 13 | M&L for preparation of new surfaces of steel exc 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. |
| 14 | S&F for 450mm bore Reinforced cement concrete pipes, class NP 2, laid and jointed complete with collars complete all as specified and directed. |
| 15 | S&F for 600mm bore Reinforced cement concrete pipes, class NP 2, laid and jointed complete with collars complete all as specified and directed. |
| 16 | M&L for plain cement concrete 1:4:8 type D-2 using 40mm graded stone aggregated as in bed to 450mm bore drain pipes including packing under and haunching against the sides of pipes after they are laid and tested all complete as specified and as directed. |
| 17 | M&L for plain cement concrete 1:4:8 type D-2 using 40mm graded stone aggregated as in bed to 600mm bore drain pipes including packing under and haunching against the sides of pipes after they are laid and tested all as specified and as directed. |
| 18 | M&L 75 mm thick cement concrete 1:4:8 typeD-2 (using 40mm graded aggregate) as in sub base for floor/ hard standing etc complete all as specified and directed. |
| 19 | M&L 75 mm thick cement concrete 1:2:4 type B-2 (using 40mm graded aggregate) as in floor/ hard standing etcfinishing the surface even and smooth without using extra cement and spike rolling to surface or making impressions of expanded metal, whilst the concrete is green all as specified. |
| 20 | M&L for Forming Construction joint 30mm deep x 10mm wide filled with sealing compound Gd \\"B\\" complete all as specified and directed. |
| 21 | M&L for Pre cast RCC 1:2:4 type B1 using 20 mm graded stone aggregates as in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces etc complete all as specified and directed. Note:- Reinforcement steel will be measured & paid separately. |
| 22 | S&F for CRS TMT bars 10 mm dia and over (Fe-500D), cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less then 0.9 mm dia or securing with clips complete all as specified and as directed. |
| 23 | M&L for drilling and rimming pilot hole upto 500mm dia bore from ground level through all type strata including rock upto 30-35 M using Reverse Circulation (RC) Rotary Method or any other approved method suitable for rock formation, with appropriate bit as directed and approved by GE and including removal of surplus soil to distance n.exc 50 M complete all as specified and directed by Engr-in-Charge. |
| 24 | M&L for packing pea gravel 5 to 8mm size and natural shape brought direct from river bank/bed and packing around casing pipe to entire depth upto ground level complete all as specified and as directed by Engr-in Charge. |
| 25 | Supply and assembly for lowering, jointing and fixing in position borehole drilled of 150mm nominal dia PVC pipe (grade 10 Kg/Cm2) blank, ISI marked, with well cap with socket on the top of each bore and well plug at the bottom of bore complete all as specified and directed. |
| 26 | Supply and assembly for lowering, jointing and fixing in position borehole drilled of 150mm nominal dia PVC pipe (grade 10 Kg/Cm2) duly slotted/ribbed with slot size 1.5mmX 76 mm , ISI marked, with socket on the top of each bore, complete all as specified and directed. |
| 27 | Supply and assembly for lowering, jointing and fixing in position of 150mm nominal dia PVC bail plug, ISI marked, complete all as specified and directed by EIC. |
| 28 | M&L for washing the bore with compressed air for well development (pressure not less than 250 PSI & 400 cuft per minute capacity ) to improve porosity till clear water is achieved and taking out all the sedimentation silt,deposited at a distance exc 50m, complete all as specified and as directed. |
| 29 | Collection of litho sample at every 3 m of depth of the bore and packing (min 250gms) in polythene after drying and placing in a wooden sample box for preparation of litholog at time of boring as directed by EIC. (to be executed in presence of geologist) Rate will be inclusive of(i) Carrying out pump test for 1000 min duration with suitble submersible pump with proper arrangement to observe its discharge, drawdown, etc.(ii) Conducting slug test by injecting min 4000 leters clean water to assess its dissipiation rate.(iii) Preparation of basic data hydroscientific report of each recharge well by compilation of its drilling history litholog, well design, aquifer parameter, quality, etc. for maintenance of record and information. |
| 30 | M&L for pebbles of size 25mm to 40mm size, complete all as specified and as directed by Engr-in- Charge. |
| 31 | M&L for pebbles of size 8mm to 15mm size, complete all as specified and as directed by Engr-in- Charge. |
| 32 | M&L for Sand filling under floors or in foundations including watering and consolidation |
| 33 | M&L for Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and exc 1.5 m and not exc 3 m in depth and getting outt in any type soil complete all as specified and as directed by Engr-in- Charge. |
| 34 | M&L for Expanded metal, cut to length, bent to shape required and tying with and including annealed mild steel wire not less than 0.9mm dia and not exc 4 kg/Sqm weight or fixing with galvanised steel staples supplied and fixed complete to wood or steel staples supplied and fixed complete to wood or steel members etc complete all as specified and as directed. |
| 35 | M&L for PCC 1:2:4 type B-1 using 20mm graded stone aggregate as in coping, benching, bed block, cills like including weathering and slightly rounded etc including form work. complete all specified and directed. Please Enable Macros to View BoQ information |
