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| 1 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 2 | Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortat. DSR-18/15.7.4 |
| 3 | Dismantling and stacking within 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of: RCC DSR-18/15.34.2 |
| 4 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. excluding Royallity. Wherever applicable for small work of abadi area (where machine can not reach/move) SOR-20/253A |
| 5 | Carriage/disposal of earth/material by mechanical transport including loading, unloading and stacking. Lead upto 5 km. (AR/GNIDA). |
| 6 | 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 |
| 7 | 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 |
| 8 | 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 |
| 9 | 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 10 kg/sqm using mechanical means. MORTH 502(ii) (As per CRRI recommandation) |
| 10 | Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.5 Kg per Sqm on the prepared bituminous surface cleaned with mechanical broom. (MORTH-502/AR/GNIDA) |
| 11 | 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) |
| 12 | 50mm compacted thickness with bitumen penetration of 60/70 @ 4.5% by weight of total mix |
| 13 | 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) |
| 14 | 40mm compacted thickness with bitumen penetration of CRMB-55@5%by weight of total mix |
| 15 | 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.) |
| 16 | 40mm thick (with bitumen grade VG-40) |
| 17 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface: Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. Rates are inclusive of all taxes, royalty etc. all T&P/machine material and labour required for proper completion of work. (SOR-20/New Item 19.01) |
| 18 | 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 |
| 19 | 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 |
| 20 | 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 |
| 21 | 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) |
| 22 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 23 | Thermo-Mechanically Treated bars of grade Fe-500D or more. (Sail Steel) (DSR-2018/5.22.6) |
| 24 | 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 |
| 25 | Painting or varnishing work in small areas or new wood work with one coat (upto one square metre of ready mixed priming paint and one coat of approved superior quality ready mixed paint or varnish including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used should confirm the ISI no. 103-1950. SOR-20/641 |
| 26 | Supply of R.C.C. Hume pipe NP-3 (S&D Type) ISI Marks SOR-20/ 38.1 |
| 27 | 350mm dia NP-3 RCC Pipe |
| 28 | 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 |
| 29 | 350mm dia NP-3 RCC Pipe |
| 30 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement: 4 coarse sand) for sluice valve, with C.I. surface box 100 mm 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 20 mm 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: With common burnt clay F.P.S.(non modular) bricks of class designation 7.5DSR-18/18.34.1 |
| 31 | Labour Cess and GST will be paid extra as per govt.orders Please Enable Macros to View BoQ information |
