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| 1 | Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-in-charge within a distance of 60 meter (200 feet). As per SOR SI No.692 |
| 2 | Construction of granular sub-base by providing close graded material , spreading in uniform layers with motor grader on prepared surface , mixing by mix in place method with rotavator at OMC , and compacting with vibratory rollar to achieve the desired density , complete as per clause 401 |
| 3 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. SI. No. - 12.04 |
| 4 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (RCC M-30) SI.No.12.08 |
| 5 | Supplying, fitting and placing HYSD bar reinforcement in foundation comlete as per drawing and technical specifications (Foundations) SI.No.12.42 (1600) |
| 6 | Providing and laying Cement concrete wearing coat M-35 grade including reinforecement complete as per drawing and Technical Specifications SI. No-14.4 |
| 7 | Finishing walls with Premium Acrylic Smooth cxterior paint with Silicon additives of required shade New work (Two or more coats applied @ 1.43 Ltr/10sqm over and including base)SI.No.CPWD 13.47.1 |
| 8 | Construction of embankment with approved material obtained from borrow pits with 1 km. lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of 95% of proctor density as per S.I. No 305(3.16) |
| 9 | Providing, laying and spreading Material on a prepared sub grade, adding cement @ 2% by weight to the spread Material Manually mixing in place with rotavator and compacting with the road roller and OMC to achieve the desired uncomfined compressive strength and to form a layer of sub-base. |
| 10 | Providing, laying and spreading Material on a prepared sub base, cement @ 4% by weight to the spread Material Manually mixing in place with rotavator and compacting with the road roller and OMC to achieve the desired uncomfined compressive strength and to form a layer of sub-base/base. |
| 11 | Providing and applying tack coat with bitumen VG-10 pressure distributor at the rate of 0.25 kg. Per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clasue 503. |
| 12 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm & 11.2 mm. aggregates either using penetration grade bitumen or emulsion to required line. Grade and level to serve as wearing coarse on a perviously prepared base, including mixing in suitable plant , laying and rolling with a three wheeled 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clasue 508. |
| 13 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C seal coat as per Technical Spefification Clause -510. |
| 14 | Bricks on edge pavement on patries with bricks laid dry, joints filled with local sand including preparation of base to proper slope and its ramming, spreading a layer of 1cm (3/8”) depth of local sand over the sub grade and including supply of all materials, lab our and T&P etc, required for proper completion of the work. SOR -763 |
| 15 | Providing & fixing Km. , Hectometere, Sign Board |
| 16 | Providing & laying pitching on sloples laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawings and Technical specification MORT&H Specification 2504 sr. No.16.04 |
| 17 | Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 |
| 18 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with |
| 19 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification. |
| 20 | Concrete with 4cm. gauge approved stone ballast, approved coarse sand and cement in the proportion of 6:3:1 including supply of all materials labour and tools and plants etc. required for proper completion for the work. |
| 21 | R.C C. work with cement approved coarse sand and 2cm Gauge approved stone ballast n the proportion of 1:1.1/2:3 in lintels oidoors and windows, excluding its fixinq and binding the same with 24B.W.G.G.l binding wire and rnc uding necessary centering and shuttering etc. and also including S/o all materials required for proper comp etion of the work Binding wire to be supplied by the contractor free of cost Please Enable Macros to View BoQ information |
