HIN-ADB-BR-01

Amount

Construction of Bridge On Sandas - Salegaon KM 6/800

Providing and fixing of typical Citizen's informatory sign board with logo as per MORD specification's and drowing.Steel pipe 75mm dia of B class pipe frame fixing in c.c. M10 block's 600 mm X 600mm X 900 mm below ground level.Four MS plate of 5mm thick top in two middle one bottum dully welded with steel pipw frame over which 16 Gauge CR sheet of size 900 mmX 750mmSize two plates , all with stove enamal on both sides. Lettering and Drawings etc. will be painted with ready mixed synthetic enamal paint of superior quality in required shad and colour. all of framed post will be painted with primer and two coats of effoxy paint as per drawing and as directed by engneer -in- charge.

Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 (I.NO-10.16)

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. SOR 11.1 I ii

Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. SOR 11.1 SOR 11.1B Raft and Cut - off

Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. SOR 11.1 SOR 11.1C appron and toe wall

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling SOR 11.2-I

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Rubble filling (For B.C. Soil) SOR 11.2-II

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5) SOR 11.4-II i

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5) SOR 11.4-II i

Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7 SOR 12.14

Providing and laying in situ/ ready mix concrete controlled reinforcedcement concrete of trap metal for raft slab including "V" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. concrete batch mix plant/ pan mixer with fine agreegates of required specifications etc. complete. (excluding reinforcement). a)RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer) Specifications: MoRT&H (5 th Rev ) 1700,2304 Item Code: BR-5 Item Number: 68 - i b / 24 Rate Abstract Unit: 15.000 Cubic Meter -- () For M-30 Grade For Raft Slab SOR 16.6(ii)

Providing and laying in situ/ ready mix controlled grade of M-25 of trap/ granite/ quartzite/ gneiss metal for RCC works in cutoff walls/ curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications (Natural sand/ VSI sand finely washed etc), excluding reinforcement For M-30 Grade For Cut -Off SOR 16.9

Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 Cement concrete grade M 15 SOR 14.9- III

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 SOR 14.2

Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 For Foundation SOR 11.8

Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 For ,Substructure, SOR 11.8

Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 For Superstructure SOR 11.8

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 IV. R.C.C. grade M 30 SOR 12.5 IV Substructure

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 SOR 12.9 b

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 SOR 12.10

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 For Solid Slab R.C.C. Grade M 30 Superstructure SOR 13.1 III

Providing and laying cement concrete wearing course M30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 SOR 13.5

Providing and fixing 25 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications SOR 13.16 -Iia

Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete. For Superstructure SOR 16.7

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 For Kerbing R.C.C. Grade M 30 Superstructure SOR 13.1 III Kerbing

Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x50) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2 SOR 13.8

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 SOR 12.11

P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 SOR 13.11

Reinforced Cement Concrete M 25 grade approach slab including @ 50 kg/cum reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 SOR 13.12

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.SOR 2.2 II

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 SOR 3.5iii

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacing with Vibratory roller to meet requirement of Table 300.2 as per technical Specification Clause 303.1 SOR 3.14

Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density,complite as per Technical Specification Clause 401 SOR 4.1A(i)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Vibratory roller in stages to proper grade and camber, applying and brooming,stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 SOR 4.8-2-(B)

Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a Vibratory roller to achieve the desired degree of compaction as per Technical Specification Clause 506. SOR 5.5-A

Providing and applying tack coat with Bitumen Emulsion RS-1 using pressure distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared Bitumenous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. SOR 5.2 (i)

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Vibratory roller, 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 Clause 508. SOR 5.9 case-II (i)

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, as per Technical Specification Clause 510 (By Mechanical Means) SOR 5.12 Type -A

Providing and fixing RCC ,1:2:4 Boundary Stones as per type design including painting, numbering,fixing in 150 mm X 150 mm X 900 mm size CC ,1:4:8 block complete. SOR 10.10

Providing and Laying Reinforced Cement Concrete 800 mm dia Pipe NP2 as per Design in Single Row SOR 9.4 ( C )

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6 SOR 11.4- I

Providing and fixing Granite/ Marble tablet of 15mm to 18mm thickness , including making groove in wall /concrete surface filling joint with slurry , curing ,polishing , rounding edges , as per required cleaning

M/s.R.B.Kayal