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| 1 | Sub work-I Nallah Treatment Item No.1 Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area |
| 2 | Item No 2 A:-Excavation for foundation/pipe trenches in Earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete |
| 3 | Item No 2B:-Excavation for foundation/pipe trenches in Hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 4 | Item No 2C:-Excavation for foundation/pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material up to a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete Lift 0 to 1.5 |
| 5 | Lift 1.5 to 3m |
| 6 | Item No 2D:-Excavation for foundation/pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. |
| 7 | Item No.3:-Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. |
| 8 | Item No 4:-Providing and laying in situ Cement Concrete M-15 of trap/granite/quartzite/ gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags/cum) |
| 9 | Item No 5A:-Providing and laying in situ Cement Concrete of trap/granite/quartzite/gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) |
| 10 | Item No 5B:-Providing and casting in situ C.C. of trap/ granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centring, form work, compaction, finishing the formed surfaces with CM. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement). |
| 11 | Item No 6 A:-Providing and fixing in position Steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire). Corrosion Resistant Steel (Fe 415) |
| 12 | Item No 6B:-Providing fusion bonded epoxy coating to reinforcement bars as per IS13620/1993 specification for a thickness of 175 (±50) microns including extra cost on account of careful handling, extra cost on account of using PVC coated binding wire instead of G.I. wire, extra cost on account of touch-up material supplied by coating agency and repair work, extra cost on account of transportation to and fro from steel yard at Regional Centre to plant at Daman and plant at Daman to work site by trailer, loading, unloading, including all taxes (Central and local), etc. complete. |
| 13 | Item No 7:-Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 14 | Item No 8:-Disposal of excavated earth material away from site up to given lead. Including cost of loading, unloading and stacking as per in the direction of engineer-in charge. |
| 15 | Item No.9:-Providing and Filling around the well boulders filling of selected variety and size of boulder including cost of all materials, Labour, Transportation, etc. complete with all leads and lifts. |
| 16 | Item No.10:-Providing, hoisting and fixing in position C.I. manhole, frame and cover of best quality and of required size and shape with locking arrangements including applying 2 coats of anti-corrosive paint, etc. complete |
| 17 | Item No 11:-Providing and fixing 100 mm dia stabiliser pipe/P.V.C. soil vent/waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps etc. complete |
| 18 | Item No 12 A:-Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding all statutory duties and taxes such as GST levied by Gol and GoM in all respect, inspection charges, transport to departmental stores/site, unloading and stacking etc. complete as per IS-458/1988 |
| 19 | Item No.12B:-Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineering- charge (For all class of pipes.) as per IS-783-1985. |
| 20 | Item No.13:-Providing and fixing board displaying information, such as \"Name of work, Tender cost, Name of Contractor,Work completion and liability period etc\", having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation,refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge. |
| 21 | Sub Work-II Plants and Plantation- Item No.1:- Canna Indica Plants for Plantation |
| 22 | Item No:-2 Mali for Plantation Please Enable Macros to View BoQ information |
