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| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness. (Item No. 2.09) |
| 2 | Excavation for catch/side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. (Item No. 2.18) |
| 3 | Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97 % of standard Proctor density after laying them in layers of 20cm. to 30cm. with vibratory roller. (Item No. 2.23) |
| 4 | Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders/Rubble at the road side breaking them to required gradation including conveying the boulders/Rubble and stacking the broken metal etc. complete .(Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements) a)80mm Metal, By breaking Boulders(Hand broken). (Item No. 50.56) |
| 5 | Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders/Rubble at the road side breaking them to required gradation including conveying the boulders/Rubble and stacking the broken metal etc. complete .(Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements) a)40mm Metal, By breaking Boulders(Hand broken). (Item No. 50.57) |
| 6 | Spreading 80/40mm metal for road work including sectionong etc complete as directed by Engineer in charge . (Item No. 50.58) |
| 7 | Compacting the sub grade/gravel/oversize metal(200mm loose) layers for all width with Vibratory roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. (Item No. 50.60) |
| 8 | Compacting the sub grade/gravel/size metal(100mm loose) layers for all widths with vibratory roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. (Item No. 50.62) |
| 9 | Supplying hard murum/kankar at the road site, including conveying and stacking complete. (Item No. 2.29a) |
| 10 | Supplying soft murum at the road site, including conveying and stacking complete. (Item No. 2.29b) |
| 11 | Spreading hard murum/soft murrum/gravel or kankar for side width complete (Item No. 2.30) |
| 12 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. (Item No. 2.31) |
| 13 | Providing and constructing 50mm. thick Modified Penetration Macadam(MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 100% crusher broken metal with conical crusher plant heating and spraying the bitumen of specified grade @ 1.75kg/sqm, spreading 12mm.size chips compacting with static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates) (Item No. 3.37b) |
| 14 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry/Hungry B.T. surface 3kg/10sqm.(VG-30 bulk bitumen rates are considered to arrive at rates) (Item No. 3.31) |
| 15 | Open Graded Premix Surfacing-Providing and Laying OGC 20mm thickness composed of 13.2mm to 5.6mm aggregates premixed with bituminous binder transported to site with VTS, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime/tack and Seal coat. For Bitumen of specified grade -- USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller(Over MPM Surface)(VG-30 bulk bitumen rates are considered to arrive at rates) (Item No. 4.12) |
| 16 | Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete.(VG-30 bulk bitumen rates are considered to arrive at rates) (Item No. 4.01) |
| 17 | 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 3mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65mm x 65mm x 6mm, 3.65m long painted with alternate black and white bands of 25cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60cm x 60cm x 75cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge |
| 18 | Shooting of Still photographs outdoor and indoor of construction and other works of building, bridges, roads, etc. in District and outside dist. at any distances. II) a set of same three copies of 4'' X 6 '' Size DSR 2016/17 Pg. No. 400 It. No. 1949 |
| 19 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete.(Lift upto 0.00 to 1.50m.) By Manual Means (Item No. 21.01) |
| 20 | Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete.(Lift upto 1.50 m) By Mechanical Means (Item No. 21.06) |
| 21 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth/murum, ramming, watering including shoring and strutting etc. complete(lift upto 1.5m) By Mechanical Means (Item No. 21.14) |
| 22 | Providing rubble filling of trap/granite/quartzite gneiss stones for foundations including filling voids with sand/grit and compaction etc complete. (Item No. 11.01) |
| 23 | Providing and laying in situ/ready mix cement concrete of M-10 proportion with trap/granite/quartzite/gneiss metal in foundation including necessary form work, compacting and curing etc. complete.(with reversible drum type mixer with SCADA with fine agreegates of required specifications(Natural sand/VSI sand finely washed etc) (Item No. 11.02) |
| 24 | Providing cast in situ/ready mix block of M10 cement concrete with circular or other shaped opening for waterway including necessary formwork, compaction, finishing and curing etc. complete.(with reversible drum type mixer/concrete batch mix plant(pan mixer) with SCADA with fine agreegates of required specifications(Natural sand/VSI sand finely washed etc), cement 4.05 bags/cumt) (Item No. 11.22) |
| 25 | Providing cast in situ/ready mix M10 grade cement concrete for head walls of CD work/retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete.(with reversible drum type mixer/concrete batch mix plant(pan mixer) with SCADA with fine agreegates of required specifications(Natural sand/VSI sand finely washed etc), cement 4.05 bags/cumt) (Item No. 11.28) |
| 26 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 1000mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. (Item No. 11.12) |
| 27 | Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.(Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant(Pan mixer) etc. complete. With fine aggregate(Crushed sand VSI Grade) (Item No. 24.10) |
| 28 | Providing selected hard murum filling including laying in layers of 15 to 20cmwith watering and compacting etc. complete. (Item No. 11.24) |
| 29 | Providing and fixing stream lined M-20 grade RCC guard stone including mild steel bar reinforcement etc. complete. (Item No. 11.27) |
| 30 | Add GST Charges (Ax18%) |
| 31 | Add Labour Insurance (Ax1%) Please Enable Macros to View BoQ information |
