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| 1 | Excavation in foundation in ordinary soil(Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine con not reach/move). For Building work only (SOR-20/251a) |
| 2 | Cartage of earth or fly ash when added to schedule item no. 253. |
| 3 | Ist km. (if lead is beyond 1/2 km.) SOR-20/261b |
| 4 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road roller including making good the undulations etc and re-rolling the sub grade and disposal of surplus earth lead upto 50 metres. DSR-2018/16.1 |
| 5 | Construction of Granular Sub-Base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 MORTH-401 |
| 6 | Wet mix macadam (plant mix method)Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical specification clause 406 of morth |
| 7 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With common brunt clay F.P.S (non modular) bricks of class designation 75 (DSR-2018/16.7.1) |
| 8 | Excavation in foundation in ordinary soil(Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine con not reach/move). For Building work only (SOR-20/251a) |
| 9 | Depth from 0.0 to 1.5M below G.L |
| 10 | Supply of R.C.C. Hume pipe NP-3 (S&D Type) ISI Marks SOR-20/ 38.1 |
| 11 | 350mm dia NP-3 RCC Pipe |
| 12 | Cartage of RCC hume pipe 350mm dia and 2.5m length carriage to done by truck/thela upto 30.00 km. (as per item sor no.239 |
| 13 | Laying NP-3 R.C.C. S&S pipes jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 Coarse sand) including testing of joints etc. complete |
| 14 | 350mm dia NP-3 RCC Pipe |
| 15 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement: 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : DSR-18/18.33.1 |
| 16 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 17 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. MORTH 502(ii) (As per CRRI recommandation) |
| 18 | On granular base such as WBM and WMM surface with 7kg of bitumen for 10 sqm |
| 19 | Bitumen tack coat over painted surface including cost of bitumen including maintenance of side patries and watering them during operation including supply of labour machine fuel wood T&P requried for completion of work as per MORTH specification no. 502 and as per direction of Engineer-incharge with 5kg. of bitumen 80/100 for 10 sqm. |
| 20 | Dense Graded Bituminous Macadam Grading-ll: Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment. rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 505 complete in all respects (MORTH-505) |
| 21 | 50mm compacted thickness with bitumen penetration of 60/70 @ 4.5% by weight of total mix |
| 22 | Providing and laying a single coat of a stress absorbing membranc over a cracked surface with crack width above 9mm and cracked area above 50 percent after cleaning with a mechanical broom using modified binder complying with IRC:SP:53 sprayed at the rate of 15 kg per 10 sqm and spreading 11.2 mm crused stone aggregates @0.12 cum per 10 sqm. sweeping the surface for uniform spread of aggregates finished to conform to clause 902 |
| 23 | Bitumen tack coat over painted surface including cost of bitumen including maintenance of side patries and watering them during operation including supply of labour machine fuel wood T&P requried for completion of work as per MORTH specification no. 502 and as per direction of Engineer-incharge with 5kg. of bitumen 80/100 for 10 sqm. |
| 24 | Providing and laying bitumen concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder @5.0% of mix and filler transporting the hot mix to work site laying with hydrostatic paver finsher with sensor control to the required grade, level, and alignment rolling with smooth, wheeled, vibrator and tendom roller to achieve the desired compaction as per MORTH specification clause 509 complete in all respect (MORTH//GNIDA) |
| 25 | 40mm compacted thickness with bitumen penetration of CRMB-55@5%by weight of total mix |
| 26 | Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS 702 prepared by using mastic cooker and laid to required level and slope induding providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximates spacing of 10cm centre to centre in both directions, pressed into surface protruding 1mm to 4mm over mastic surface, induding cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification.) |
| 27 | 40mm thick (with bitumen grade VG-40) |
| 28 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 +/-5 degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. DSR-18/16.50 |
| 29 | Providing and fixing post delineators made of ABS round body fitted with 2 nos 100mm dia high reflective reflectors and mounted on MS pipe of 65mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge. DSR-18/16.65 |
| 30 | Excavation in foundation in ordinary soil(Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine con not reach/move). For Building work only (SOR-20/251a) |
| 31 | Depth from 0.0 to 1.5M below G.L |
| 32 | Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. SOR-20/281 |
| 33 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20, Item No. /9.06/E/case-II) |
| 34 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 35 | Thermo-Mechanically Treated bars of grade Fe-500D or more. (Sail Steel) (DSR-2018/5.22.6) |
| 36 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Kms. from 'the site of work and including watering, dressing etc. labour and T&P etc. required for the proper complition of the work. saplings of girth upto 30 cms. measured at a height of 1 M. above ground level at a height of 1 M. above ground level and removal of rubbish upto a distance of 50 M. out side the periphery of area cleared. SOR-20/255/4.05 |
| 37 | Providing and fixing at or near ground level factory made RCC pavvement slab of M-30 grade of size 450x450x70mm in footpath to the required level & line over a bed of 200mm ave cm 1:3 sand |
| 38 | Cement concrete with 4 cm gauge approved stone ballast, coarse sand &cement in the proportion of 4:2:1 including supply of all materlals, labour, tools, & plants etc.required for proper completion of the work. |
| 39 | Same as above item no.279 but with 2cm gauge stone grit instead of 4 cm. Gauge stone ballast.As per SOR-20/279a/5.4.1 |
| 40 | Providing wall putty on new surface with approved quality material of Berger/ J.K./Birla or similar make 2 coats. SOR-20/ new item 15.22/662 |
| 41 | White washing with lime to give an even shade: |
| 42 | As in item 671 above but three coats. SOR-20 Item No.673/16.03 |
| 43 | Labour Cess and GST will be paid extra as per govt.orders Please Enable Macros to View BoQ information |
