Provision of Passage from Admin Block to Newly Constructed 25 Nos Porta Cabins in IRB North Campus Sarangpur UT Chandigarh

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m complete in all respects and to the entire satisfaction of Engineer in charge. N.S.

Haulage of material / earth by tipper exculding the cost of loading, unloading and stacking with lead of 5.0 Km complete in alll respect as per satisfication of Engineer-in-Charge.

Preparation and consolidation of sub grade after loosening of the ground upto a level of 100 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction complete in all respect in all respects and to the entire satisfaction of the Engineer in charge. N.S.

Providing, laying, spreading and compacting granular sub base material 200 mm thick compacted of natural sand, morrum, gravel crushed stone or combination thereof as per MORT&H specification confirming to clause 401 coarse graded grading – I as per table 400.2 of MORT&H specification, including spreading on the prepared sub grade with the help of tractor with planner of adequate capacity maintaining the requited slope and grade during operation, rolling with road roller 8-10 tone with the grade and cross fall (camber) to be checked and any high spot or depressing which becomes apparent, corrected by removing or adding fresh material, including cost of tools and plants, carriage of material from stacks, templates, barrier, lighting arrangement at night, chowkidar and maintenance of diversion etc. complete in all respect as per MORT&H specifications, density of GSB as laid 2 gms/cc complete in all respect and to the entire satisfaction of Engineer in charge.

Construction of 250mm thick compacted Wet Mix Macadam to confirming to clause 406 of MORT&H (Ministry of road transport and highway)specification (5th edition) having as laid, density of 2.2gm/c.c (Two point Two gram per cubic centimeter) by providing laying, spreading and compacting clean, crushed aggregate and granular material, area conforming to Table 400.12 (Physical Requirement) and Table 400.13 (grading) of MORT&H (Ministry of road transport and highway)specifications (5th revision). The material shall be premixed with water at OMC in Mixing Plant/Pan type mixer/Pug Mill and mixed material carried to site by tippers and spread uniformly and evenly on the prepared sub base/base by tractor with planner of adequate capacity and all high and low spots remedied by removing or adding aggregate, as required and rolled with 8-10 (Eight to ten tones) tones roller to achieved/desired density. It shall included the cost of tools and plants, carriage of material from stacks, templates, barriers, safety temporary warning lamps at night, chowkidar, maintenance of diversion etc. Complete in all respects as per MORT&H (Ministry of road transport and highway) specification and to the entire satisfaction of the Engineer-in-charge.

Providing and fixing of factory manufactured precast concrete kerb of size 300mm x 300mm having 150mm thickness at bottom and 75mm thickness at top duly vibrated mechanically and compacted made of P.C.C 1:2:4 duly cured and finished. The rate further include filling of joints between kerbs with cement mortar 1:2 complete in all respect and to the entire satisfaction of Engineer-in-charge.

Providing and fixing 80mm thick high density rubber moulded precast cement concrete pavers block grey /coloured/ designer polished (manufactured by vibro hydraulic pressure process) having wearing layer 6mm to 8mm thick with cement and fine aggregate mix 3:1 (three cement and one fine aggregate) and under layer consisting of design mix of cement, sand and fine aggregate having designation M-35 duly ISI Marked including the cost of best quality colours and hardening agents. The paver should be complied with tensile strength and breaking load as per BIS 6717-1993 and shall be tested against resistance to wear as per IS 1237-1980 (specification for cement concrete floor tiles). The paver should be laid over a layer of 25mm thick screened sand to the required slope and requirement complete in all respect and to the entire satisfaction of Engineer-in-charge. N.S.

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