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| 1 | Demolition of Cement Concrete (Unreinforced Concrete) of any description and in any position not otherwise specifically provided for complete all as specified . |
| 2 | Demolition of brick work or stone/boulder masonry built in cement mortar including all quions arches, pillar or any other description and in any situatoin etc complete all as specified . |
| 3 | Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition)in any position not otherwise specificaly provided for complete and removing the unserviceable rubbish outside the MoD land complete all as specified. |
| 4 | Excavation intrenches in soft/loose soil not exceeding 1.5 metre deep and not exceeding 1.5 metrewide for laying of cables, pipes foundation etc or for shafts, wells, cesspits,manholes, pier holes, etc. n.exc 10 sq m on plan and n exc1.5 m in depth and getting out including dressing/trimming sides and levelling/ grading and ramming of bottom of excavation complete all as specified and directed by Engineer-in-charge. |
| 5 | Descripition all as per Serl item No 4 here-in-before but exceeding 1.5 metre deep but not exceeding 3.00 metre deep. |
| 6 | Excavation over areas,not exc 1.5 m deep and getting out as in soft/loose soil complete all as specified and directed by Engineer-in-Charge |
| 7 | Description all as per Serl Item No 6 here in before butdepth exceeding 1.5 metre and not exceeding 3.00 metre deep. |
| 8 | Description all as per Serl Item No 6 here in before but depth exc 3.00 metre and not exceeding 4.50 metre deep. |
| 9 | Important Notes for Srl Item No. 4 to 8 :(i) Bailing and Pumping out of water where required shall be carried out as per clause 3.17 & 3.18 of SSR (Part-II) of 2009. (ii) Timbering, planking and shuttering if required shall be carried out as per clause 3.24, 3.24.1 & 3.24.6 of SSr (Part-I) of 2009. (iii) The earth work shall be calculated based on the level register record duly signed by the contractor and Engr-in-Charge. (iv) Sand cushioning/lean conrete will be provided for stablizing of mud strata if required(iv) The rates quoted by contractor for Srl Item No. 4 to 8 shall deemed to be included for provisions described in note (i),( ii), & (iii) here-in-before. Nothing extra shall be paid on this account. |
| 10 | Concrete bed to drain pipes of 150 mm bore including packing under and haunching against the sides of pipes after they are laid and tested in PCC 1:3:6 type C2 using 40 mm graded mechenically crushed stone aggregate complete all as specified and directed by Engineer-in-Charge. |
| 11 | Description all as per Serl item No 9 here-in-before but 200 mm bore. |
| 12 | Description all as per Serl item No 9 here-in-before but 250 mm bore. |
| 13 | H.D.P.E. Double Wall Corrugated(DWC) Pipes(ISI marked)150 mm bore SN-8 Class as per IS 16098 part II for nonpressure Underground drainage and Sewerage applications with specialsincluding cost of special O rubber ring couplers etc. , laid in trenches on concrete bed to level /gradient ,jointing with appropriate class fittings as per manufacturer\"s instructions including jointing accessories and fittings complete all as specified and directed by Engineer-in-charge. |
| 14 | Description all as per Serl item No 12 here-in-before but DWC (Double Wall Corrugated) HDPE pipe 200 mm bore Class SN-8. |
| 15 | Description all as per Serl item No 12 here-in-before but DWC (Double Wall Corrugated) HDPE pipe class SN 8 of 250 mm bore. |
| 16 | Returning, filling in, including spreading, levelling, watering and well ramming excavated soilin layers not exceeding 25 cm thick each layer, complete all as specified and directed by Engineer-in-charge. |
| 17 | Removing excavated surplus soil obtained from excavation to a distance not exceeding 250 metre and deposting where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed by Engineer-in-charge.. |
| 18 | PCC 1:4:8type C1, using 20 mm graded machnically crushed stone aggregates as in foundation filling and mass concrete complete all as specified and directed by Engineer-in-charge. |
| 19 | Use & waste of formworkto sides of concrete foundations, footings, bases of columns, raft and raft beams,sides and soffits (if any) of foundation and plinth beams;and similar work; vertical or to batter for flat rough finished surfaces, complete all as specified and directed by Engineer-in-charge. |
| 20 | Use & waste of formwork to faces of walls,retaining walls, RCC circular manhols abutments,parapets and staircase railings and similar work including attached pillasters, buttresses,etc.; vertical or to batter (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-charge. |
| 21 | Use & waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings , slab over manholes similar work; not exceeding 200mm thick (Horizontal or sloping) (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-charge. |
| 22 | Use & waste of formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similarwork exc 10cm but n exc 20cm wide (rough finished surfaces of concrete), complete all as specified and directed by Engineer-in-charge. |
| 23 | TMT steel bars 10mm dia and over, of grade Fe-500D corrosion resistant steel (CRS) 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 than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-charge. |
| 24 | Description all as per Serl item No 22 here-in-before but 6 mm to 8 mm dia. |
| 25 | Reinforced cement concrete M-30(Design Mix) using 20 mm graded mechanically crushed stone aggregates as in foundation, including raft footings, foundation beams, plinth beams, bases for columns etc and mass concrete as in manholes complete all as specified and directed by Engineer-in-charge. |
| 26 | Reinforced cement concrete M-30 (Design Mix) using 20 mm graded machanically crushed stone aggregates as in walls, retaining walls,basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses as in manholes complete all as specified and directed by Engineer-in-charge. |
| 27 | Reinforced cement concrete M-30 (Design Mix) using 20 mm graded machanically crushed stone aggregates as in slabs supported on walls, beams and columns in floors, roofs, landings,deck slabs and the like complete all as in manholes specified and directed by Engineer-in-charge. |
| 28 | Cutting into existing manholes for connecting new drains of 150mm dia making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4section) in cement concrete 1:2:4 mix type B-1, using 20mm graded mechanically crushed stone aggregate smooth finished and reforming benching as required for 150mm bore pipe complete all as specified and directed by Engineer-in-charge. |
| 29 | Description all as per Srl item no. 27 here-in-before but reforming benching for 200/250 mm bore pipe. |
| 30 | Cutting existing road including premix carpet, WBM , hardcore and including making good road surface as per existing road specificationscomplete, all as specified and directed by Engineer-in-charge. |
| 31 | Cement concrete 1:2:4 type B-1 (using 20 mm graded machanically crushed stone aggregate)in surface channels and drains complete all as specified and directed by Engineer-in-charge. |
| 32 | Extra for forming fair finished drain or channel 30 cminner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc complete all as specified and directed by Engineer-in-charge. |
| 33 | Supply and fix manhole cover SFRC(steel fiber reinforced cover) factory made of size 560 mm dia with and including suitable steel frame as per manufacturer\"s instructions , heavy dutyas approved by GE complete, all as specified and directed by Engineer-in-Charge. |
| 34 | Rolled mild steel sections(Fe-290W (Gde-E-165 quality-A))as in stairs (framed) In flat,round or square bars including cleats, brackets,including embedding in concrete as in steps of manholeetc.complete all as specified and directed by Engineer-in-charge. |
| 35 | 60 mm thick coloured precast concrete interlocking paver block of any shape and size,rubber moulded M-35 grade with grey cement and pigment to match, over and including 50 mm thick sand cushion complete, all as specified and directed by Engineer-in-charge. |
| 36 | Cement concrete (1:2:4) type B-1,using 20 mm graded machanically crushed stone aggregate 75 mm thick as in sub base of floors and pavings laid in alternative bays and making impresions of expanded metal while concrete in green. complete all as specified and directed by Engineer-in-charge. |
| 37 | 110mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints or jointed with solvent cement joint, laid in trenches or in floors,type B, conforming to IS 13592-1992 supplied laid , jointed & tested including taking out/down old pipes complete all as specified and directed by Engineer-in-charge. Note - Rubber rings for pipes and fittingsshall conform to IS 5382-1985. |
| 38 | Brick work straight or curved on plan not exceeding 6 Mtr means radius built in CM 1:4 complete all specified and directed by Engineer-in-Charge.(Bricks obtained from srl item No 2 shall be reused in this item) |
| 39 | Brick work(Except bricks) using Old bricks straight or curved on plan not exceeding 6 Mtr means radius built in CM 1:4 complete all specified and directed by Engineer-in-Charge.(Bricks obtained from srl item No 2 shall be reused in this item) |
| 40 | Rendering 15 mm thick in cement mortar 1:4, on brick or concrete surfaces mixed with water proofing compound, including finishing the surfaces even and smooth without using extra cement, complete all as specified and directed by Engineer-in-charge. NOTE: Water proofing compound shall be measured and paid separately. |
| 41 | Supply only integral water proofing compound ISI marked complete all as specified and directed by Engineer-in-charge. |
| 42 | Preparation of new wall surfaces and applying three coats of white wash on plastered/unplastered surfaces complete, all as specified and directed by Engineer-in-charge. |
| 43 | Providing cement concrete 1:2:4 type B-1 using 20 mm graded mechanically crushed stone aggregate as in in lintels upto 1.5m clearspan, copings and the like including weathering, slightly rounded or chamfered angles and throating, including necessary form work complete, all as specified and directed by Engineer-in-charge. |
| 44 | M&L for pre-cast cement concrete 1:2:4 type B1 (using 20mm graded crushed stone aggregate) as in man hole cover, with plain fair faces including chamfers, weathering throttling etc and set in cement mortor (1:4) complete with joint to match in cl necessary form work complete all as specified and directed by Engr-in-Charge. |
| 45 | Cleaning and removing of blockage from Manholes of any size and upto 1.5m depth incl removing the soil, roots or any other materials from the manholes working/running conditions andflushing the entire stretchwith water making the stretch clean and functional. Removal & depositing any type of sludge/debries to excavated area, spreading necessary Insecticideswhere sludge is deposited all as specified and directed by Engr in-charge. |
| 46 | Description all as per Srl item no. 43 here-in-before but depth exceeding 1.5 metre and not exceeding 3.0 metre. |
| 47 | Description all as per Srl item no. 43 here-in-before but depth exceeding 3.0 metre and above. |
| 48 | Note:-Amount of credit ofRs 271500.00 for retrieved materials is mentioned in Schedule of Credit attached in tender documents in pdf form which will be deducted offline while acceptance of tender. |
