Improvements to road from Shindogi main road to Budhamunchi lake of Savadatti Yallamma Constituency in Belagavi District.(Village Road)

GOVERNMENT OF KARNATAKA

PUBLIC WORKS DEPARTMENT BELAGAVI DIVISION, BELAGAVI

C& B NORTH ZONE

SUB-DIVISION SAVADATTI

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ESTIMATE COST : Rs 190.00 LAKHS

[PARRAGRAPH 130(A) OF KARNATAKA PUBLIC WORKS DEPARTMENT CODE]

Division : PWD Division Belagavi

Sub-Division : PWD Sub Division Saundatti

Sanctioned estimate No :

Department head :

The estimate has been framed in the office of the Exacutive Engineer, PWD Belagavi Division Belagavi of probale expenses that will be incurred in ¨É¼ÀUÁ« f¯ÉèAiÀÄ ¸ÀªÀzÀwÛ AiÀÄ®èªÀÄä ªÀÄvÀPÉëÃvÀæzÀ ²AzÉÆÃV UÁæªÀÄzÀ ªÀÄÄRå gÀ¸ÉÛ¬ÄAzÀ §ÄzsÀªÀÄÄAa PÉgɪÀgÉUÉ gÀ¸ÉÛ ¸ÀÄzsÁgÀuÉ ªÀiÁqÀĪÀÅzÀÄ. (UÁæ«ÄÃt gÀ¸ÉÛ)

Estimated cost : Rs. 190.00 Lakhs

Administratively approved under :

Technically sanctioned under

Estimate prepared by : Shri. Akshaykumar Moogi A.E.

Estimate checked by : Shri. Vijay Sangappagol, A.E.E

(Call or authority) :

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Assistant Executive Engineer PWD Sub Division Saundatti

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A) Repair & Roofing for Gallery 1 & 2

1 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth (Vol-1 S.R.P NO: 8 NO: 1.12)

2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m (Vol-1 S.R.P NO: 8 NO: 1.14.1)

3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates (Vol-1 S.R.P NO.: 15 I NO: 2.1.2)

4 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-1 S.R.P NO.: 15 I NO: 2.2.1.1)

5 11.32 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (Vol-2 S.R.P NO.: 84 I NO: 11.32)

5a FORMWORK FOR FOOTING: Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-1 S.R.P NO.: 15 I NO: 2.2.1.1)

5b FORMWORK FOR COLUMN : Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-1 S.R.P NO.: 15 I NO: 2.2.1.1)

6 Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Vol-2 S.R.P NO.: 9 I NO: 5.2)

7 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(Vol-2 P No:14 I No: 6.8)

8 Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations and other similar works etc. in layers not exceeding20cm in depth, consolidating each deposited layer by ramming andwatering, lead up to 50 m and lift upto 1.5 m.(Vol.1,P.No.7, I.No.1.9)

9 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading,grading to required slope and compacting to meet the requirementcomplete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (Vol.1,P.No.7, I.No.1.8)

10 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge..(Vol-2 P No:42 I No: 8.9)

11 8.29 Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. .(Vol-2 P No:45 I No: 8.29)

12 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(Vol-2, P.No. 81 / I.No. 11.16.1)

13 Providing & fixing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete as per design drawings. 0.63 mm thick with zinc coating not less than 275 g/m² (Vol-2, P.No. 21 / I.No. 7.4.1)

14 Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approvedsteel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ verticalor curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge. 0.63 mm thick with zinc coating not less than 275 g/ m² (Vol-2, P.No. 21 / I.No. 7.1.1)

15 8.34.3 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Vol-2, P.No. 47 / I.No. 8.34.3)

16 8.4 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Vol-2, P.No. 48 / I.No. 8.40)

17 Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications. (Vol.2, P.No.65, I.No.9.36)

18 Providing and laying flooring and steps machine cut granite slabs 40 mm thick on cement mortar bed 1:6, 25 mm thick, and pointed with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar labour, curing complete as per specifications. (Vol-2 P No:63 I No: 9.28)

19 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. B 1000mm dia (Vol-3, P.No. 135 / I.No. 20.16 B)

20 1178 3708 PVC pipe- OD 32mm and 10kg/sqcm (Vol.5, P.No. 34, SI.No.1178)

21 13.3.1 Providing and fixing brass stop cock of approved quality :15 mm nominal bore (PWD CSR-2021-22, Vol.No. 2, P. No. 115, Sl.No. 13.3.1)

22 Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing,polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts,bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge (Vol 2 page no 83 It.NO 11.28)

B) CONSTRUCTION OF ROAD

23 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.(i) By Manual Means (A) In area of light jungle (Vol-3, P.No. 7 / I.No. 2.4)

24 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead (Vol-3, P.No. 15 / I.No. 3.5)

25 Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density B. Mechanical means Grading-I (63 mm to 45 mm) Using Screening Crushable type such as Moorum or Gravel (Vol-3, P.No. 24 / I.No. 4.24, (B) (i) (a))

26 Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density B. Mechanical means Grading-II (53 mm to 22.4 mm) Grading-II (53 mm to 22.4 mm) Using Screening Crushable type such as Moorum or Gravel (Vol-3, P.No. 24 / I.No. 4.24, (B) (ii (a))

27 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. (Vol-3, P.No. 29 / I.No. 5.1)

28 Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom (Vol-3, P.No. 145 / I.No. 21-A 4)

29 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. (Vol-3, P.No. 145 / I.No. 21-A 1)

30 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Vol-3 P No:15 I No:3.6 )

1 Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers’s method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 13%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test

2 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete )

3 Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty.

4 Providing and laying at site of work MS casing caps as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge

D) Electrification

1 Fabricating, supplying and erection of ... ms long hot dip Galvanized Conical hot dip Pole with BSEN 10025 grade S355JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/s for m Pole in single section and single joint welded as per IS 9595/IS10178AWS having dimensions bottom ..... mm , top ... mm with 3 mm thick, suitable base plate and 4Nos of.........long J bolts along with template and the Pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc.,(excluding foundation) as per drawing appended.

10 m - Top 75 mm and Bottom 165 mm dia

2 Supplying, and fixing of Hot dip Galvanized M.S.Bracket suitable for out door luminaries and mounted on Octagonal pole using necessary bolts, nuts etc., complete.

Single Arm Bracket with 1500 mm Standard 40/50 mm dia

3 Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT > 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire > IK08. Power Factor >0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiency>1301m/w, nominal CRI >75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect

LED Streetlight 150 W

4 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade copper with flexible copper conductor confirming to table 3 class 5 of IS:8130-1984 and FR PVC insulation and sheathed suitable for working voltage upto 1100Volts with specified IS-694:1990 & confirming to the attached GTP of GROUP-A.

5 1.1 KV , X:PE or Heat resistant PVC insulated , PVC extrtuted Inner Seath Armoured LTUG Cable as per IS -1554 (Part -1),or IS 7098 Armouring strip thickness and restivity as per IS -3975

4 core 16 sqmm(13*35)

6 1.1 KV , X:PE or Heat resistant PVC insulated , PVC extrtuted Inner Seath Armoured LTUG Cable as per IS -1554 (Part -1),or IS 7098 Armouring strip thickness and restivity as per IS -3975

3.5 core 25 sqmm -

7 Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed.

8 Refilling the cable trenches with selected available earth from trenche execavation including watering ,consolidaion in Layers of 15 cms Thickeness including depositing of tehe surplus earth with alead of 200 Mtr.

GI Pipe - 40 mm Dia( 385*0.75*0.60)

9 Laying of cable in existing Trench /GI Pipe /stone ware Pipe /RCC Hume pipe using Wooden /Aluminum rollers as Directed by the departmental LT Cable

10 GI Grounding pipe, B-Class, 42mm dia, 2.5Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum weight of GI Pipe; 7.3Kg

11 Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30Kg each

12 Good Quality salt for grounding purposes packed in 50Kg gunny bag

13 Digging of Pit for providing GI pipe type Earthing

14 Supplying and fixing Microprocessor based Electronic timer (without contactor,Din Mounting using necessary bolts, nuts and washers etc.,.) 3-120sec.

15 Fixing halogen/metal hallide / SVL / IL / LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires. Kohalli

16 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve , indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required.

17 Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947.

18 Supplying, fixing and wiring electronic 5 to 20Amps single phase Class-1 Accuracy with Temper Proof Energy Meter.

19 Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 2 coats of red oxide primer paint and finally finished with approved colour enameled metal paint etc., complete. (41/38)

20 Earth work excavation by manual means for drains,canals, waste weir,draft, approach channels, key trenches, foundation of bridges andsuch simillar works in all kinds of soils , as per drawing and technicalspecifications, including setting out, shoring, strutting, barricading,caution lights, removal of stumps and other deleterious matter,excavated surface leveled and sides neatly dressed disposing off theexcavated stuff or sorting & stacking the selected stuff for reuse in aradius of 50 m and lift upto 1.5 m including cost of labour, tools & otherappurtenaces required to complete the work.(13*0.6*0.6*1.2)

21 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness,well compacted using plate vibrators, including all lead & lifts, cost ofall materials of quality, labour, Usage charges of machineries, curing,and all the other appurtenances required to complete the work as pertechnical specifications. (The cost of steel reinforcement & formworkshall be paid separately)

Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates(13*0.6*0.6*0.15)

22 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specificatio (including farmwork 5%for all other works added to the basic rate )

M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (13*0.5*0.5*1.5)

23 Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.

24 Supplying, laying and jointing HDPE pipes of specified grade andconforming to IS 4984-2016 with latest ammendments and conveyingto work site including loading and unloading at both destinations androlling and lowering into trenches, laying true to line and jointing ofpipes and specials with electrofusion welding, giving hydraulic test as perrelevant ISS with all lead and lifts including encasing the pipe alround toa depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive ofrequired specials and fittings wherever necessary like saddle Tee, stubends, flanged sets, bedns, reducers etc. complete (Contractor will makehis own arrangements for procuring water for testing) etc.Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0

K010 B HDPE Grade PE 80-PN 6 .0 63 Mm dia

25 8 SWG GI Wire (4.064 mm Dia), Std Wt: 125 Kg/KM 125X2.27=2.8375k

Assistant Executive Engineer PWD Sub Division Saundatti

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ :- ¸ÀªÀzÀwÛ AiÀÄ®èªÀÄä ¥ÀÄgÀ¸À¨sÉ J.¦.JªÀiï.¹ ºÀwÛgÀzÀ ¸Àä±Á£ÀPÉÌ ªÀÄÆ®¨sÀÆvÀ ¸Ë®¨sÀå MzÀV¸ÀĪÀÅzÀÄ.

PARE-133 OF K.P.W.D

This is to certify that,Shri. Vijay Sangappagol, Assistant Executive Engineer,have personally visited spot and prepared the estimate using sanctioned scheduled of rates provided for the most economical and safe way of executing work.

(As required vide G.O.No.PWD.SL.CSM.91.Dtd.27-06-1991)

Certified that, sufficient case has been taken while preparaing the estimate in respect of the above mentioned work to see that all necessary items which are technically required for the work in sufficient quantity are included while preparing the estimate,and specification of items included are completed and correct.

Certified that, the work proposed in this estimate has not been taken up under any other head/programme by any agency. The said work has not been included / proposed / over lapped in any other proposed or approved programme. And As the site of work comes under Other Cities, Muncipal Limits/Corporation Limits for area weightage of 3%.

Assistant Executive Engineer PWD Sub Division Saundatti

¨É¼ÀUÁ« f¯ÉèAiÀÄ ¸ÀªÀzÀwÛ AiÀÄ®èªÀÄä ªÀÄvÀPÉëÃvÀæzÀ ²AzÉÆÃV UÁæªÀÄzÀ ªÀÄÄRå gÀ¸ÉÛ¬ÄAzÀ §ÄzsÀªÀÄÄAa PÉgɪÀgÉUÉ gÀ¸ÉÛ ¸ÀÄzsÁgÀuÉ ªÀiÁqÀĪÀÅzÀÄ.

Recaptulation sheet

Sl. No. Description Amount

1 Construction of CC Road Rs. 14334985.03 14334972.23 12.79 18204167.02

4 QA Charges / Third party Inspection charges Rs. 25000.00 25000.00 0.00

5 Plantation Rs. 10000.00 10000.00

6 Add Tender Premium 5% Rs. 770869.84 770796.76 73.08 771363.01 #REF! #REF!

7 Miscellaneous, Price Contingency & Rounding off Rs. 1601.88 3399.72 -1797.83

For Consultancy Structural Design & Provision for Price Contingences (1.25% + 18% GST )

Assistant Executive Engineer Executive Engineer

PWD Sub Division Saundatti PWD Division Belagavi

¨É¼ÀUÁ« f¯ÉèAiÀÄ ¸ÀªÀzÀwÛ AiÀÄ®èªÀÄä ªÀÄvÀPÉëÃvÀæzÀ ²AzÉÆÃV UÁæªÀÄzÀ ªÀÄÄRå gÀ¸ÉÛ¬ÄAzÀ §ÄzsÀªÀÄÄAa PÉgɪÀgÉUÉ gÀ¸ÉÛ ¸ÀÄzsÁgÀuÉ ªÀiÁqÀĪÀÅzÀÄ. (UÁæ«ÄÃt gÀ¸ÉÛ)

Estimation for Road

Estimate (Abstract)

Sl. No. Description of Item Unit Qty. Rate Amount

1 Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator (Vol-3, P.No. 17 / I.No. 3.4 ii) m2 6063.7500 5.00 30318.75

2 Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (B) Mechanical Means (Vol-3, P.No. 144 / I.No. 16.8 (B)) m 3230.0000 25.00 80750.00

3 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Vol-3, P.No. 17 / I.No. 3.6) m3 4006.7000 493.00 1975303.10

4 By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (V) For Grading -V Material (Vol-3, P.No. 23 / I.No. 4.2 (v)) m3 1018.2000 2359.00 2401933.80

5 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/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Vol-3, P.No. 26 / I.No. 4.17) m3 606.3750 2559.00 1551713.63

6 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. . a (Vol-3, Pg.No.149, It.No.16.80) m3 1212.7500 6639.00 8051447.25

7 Providing and fixing of retro- reflectorised cautionary,mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. (Vol-3, P.No. 64 / I.No. 8.5 A (iv)) Nos 3.0000 3562.00 10686.00

8 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 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. (Vol-3, P.No. 67 / I.No. 8.15) m2 50.0000 530.00 26500.00

9 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. (Vol-3, P.No.74 / I.No. 8.43 Nos 198.0000 365.00 72270.00

10 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 750 mm dia (Vol-3, P.No. 146 / I.No. 16.15 C) m 37.5000 3335.00 125062.50

11 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 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 (Vol-3, P.No. 78 / I.No. 8.54) No 1.0000 9000.00 9000.00

Assistant Executive Engineer, Executive Engineer,

PWD Sub-Division Saundatti. PWD Belagavi Division Belagavi

¨É¼ÀUÁ« f¯ÉèAiÀÄ ¸ÀªÀzÀwÛ AiÀÄ®èªÀÄä ªÀÄvÀPÉëÃvÀæzÀ ²AzÉÆÃV UÁæªÀÄzÀ ªÀÄÄRå gÀ¸ÉÛ¬ÄAzÀ §ÄzsÀªÀÄÄAa PÉgɪÀgÉUÉ gÀ¸ÉÛ ¸ÀÄzsÁgÀuÉ ªÀiÁqÀĪÀÅzÀÄ. (UÁæ«ÄÃt gÀ¸ÉÛ)

Estimate (Measurement)

Sl. No. Item of work Nos/Sides L B D Qty Unit

1 Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator (Vol-3, P.No. 17 / I.No. 3.4 ii) 5.0

2 Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (B) Mechanical Means (Vol-3, P.No. 144 / I.No. 16.8 (B))

For Aproch Road 1 x 2 x 15.00 = 30.00 m 11.8 13.8

Total :- = 3230.00 m

3 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Vol-3, P.No. 17 / I.No. 3.6) 413

4 By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (V) For Grading -V Material (Vol-3, P.No. 23 / I.No. 4.2 (v)) 2359.00

5 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/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Vol-3, P.No. 26 / I.No. 4.17) 2559.00

Total :- 606.38 m3

6 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design,over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts,loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work (Vol-1, Pg.No.15, It.No.2.2.5) 6499

Total :- 1212.75 m3

7 Providing and fixing of retro- reflectorised cautionary,mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. (Vol-3, P.No. 64 / I.No. 8.5 A (iv)) 3576

8 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 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. (Vol-3, P.No. 67 / I.No. 8.15) 530

Zebra crossing, junction & speed breakers 1 x 1.00 x 50.00 = 50.00

Total :- 50.00 m2

9 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. (Vol-3, P.No.74 / I.No. 8.43 365

Zebra crossing, junction & speed breakers 1 x 1 x 20 = 20

Total :- 198 Nos

10 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 750 mm dia (Vol-3, P.No. 146 / I.No. 16.15 C) 7958.00

Total :- 37.5000 m

11 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 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 (Vol-3, P.No. 78 / I.No. 8.54) 365

Assistant Executive Engineer Executive Engineer

PWD Sub-Division Saundatti PWD Division Belagavi

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ B ¨É¼ÀUÁ« f¯ÉèAiÀÄ ¸ÀªÀzÀwÛ vÁ®ÆQ£À ¸ÀªÀzÀwÛ AiÀÄ®èªÀiÁä ªÀÄvÀPÉëÃvÀæzÀ E£ÁªÀĺÉÆAUÀ® UÁæªÀÄ ¥Àj«ÄwAiÀÄ°è gÀ¸ÉÛ ¸ÀÄzsÁgÀuÉ ªÀiÁqÀĪÀÅzÀÄ. (¸ÀAUÉƽî gÁAiÀÄtÚ ¸ÀPÀð¯ï ºÀwÛgÀ)

Sl. No Item of work Unit PWD CSR 2023-24 Area weightage 5% Total

Vol No Page No. It. No. Basic Rate

Construction of CC road

1 Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator (Vol-3, P.No. 17 / I.No. 3.4 ii) m2 3 17 3.4 ii 5.00 0.00 5.00

2 Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (B) Mechanical Means (Vol-3, P.No. 144 / I.No. 16.8 (B)) m 3 144 16.8.B 25.00 0.00 25.00

3 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Vol-3, P.No. 17 / I.No. 3.6) m3 3 17 3.6 493.00 0.00 493.00

4 By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (V) For Grading -V Material (Vol-3, P.No. 23 / I.No. 4.2 (v)) m3 3 23 4.2 (v) 2359.00 0.00 2359.00

5 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/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Vol-3, P.No. 26 / I.No. 4.17) m3 3 26 4.17 2559.00 0.00 2559.00

6 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. . a (Vol-3, Pg.No.149, It.No.16.80) m3 3 149 16.28 6639.00 0.00 6639.00

7 Providing and fixing of retro- reflectorised cautionary,mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. (Vol-3, P.No. 64 / I.No. 8.5 A (iv)) Nos 3 64 8.5 A (iv) 3562.00 0.00 3562.00

8 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 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. (Vol-3, P.No. 67 / I.No. 8.15) m2 3 67 8.15 530.00 0.00 530.00

9 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. (Vol-3, P.No.74 / I.No. 8.43 Nos 3 74 8.43 365.00 0.00 365.00

10 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 750 mm dia (Vol-3, P.No. 146 / I.No. 16.15 C) m 3 146 16.15(c) 3335.00 0.00 3335.00

11 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 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 (Vol-3, P.No. 78 / I.No. 8.54) No 3 78 8.54 9000.00 0.00 9000.00

Assistant Executive Engineer Executive Engineer

PWD Sub-Division Saundatti PWD Division Belagavi

Existing Damaged BT Surface

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division Saundatti PWD Division Belagavi

¨É¼ÀUÁ« f¯ÉèAiÀÄ ¸ÀªÀzÀwÛ AiÀÄ®èªÀÄä ªÀÄvÀPÉëÃvÀæzÀ ²AzÉÆÃV UÁæªÀÄzÀ ªÀÄÄRå gÀ¸ÉÛ¬ÄAzÀ §ÄzsÀªÀÄÄAa PÉgɪÀgÉUÉ gÀ¸ÉÛ ¸ÀÄzsÁgÀuÉ ªÀiÁqÀĪÀÅzÀÄ. (UÁæ«ÄÃt gÀ¸ÉÛ)

PROPOSED CROSS SECTION OF CONCRETE ROAD

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division Saundatti PWD Sub Division Saundatti

¨É¼ÀUÁ« f¯ÉèAiÀÄ ¸ÀªÀzÀwÛ AiÀÄ®èªÀÄä ªÀÄvÀPÉëÃvÀæzÀ ²AzÉÆÃV UÁæªÀÄzÀ ªÀÄÄRå gÀ¸ÉÛ¬ÄAzÀ §ÄzsÀªÀÄÄAa PÉgɪÀgÉUÉ gÀ¸ÉÛ ¸ÀÄzsÁgÀuÉ ªÀiÁqÀĪÀÅzÀÄ. (UÁæ«ÄÃt gÀ¸ÉÛ)

0.50m PQCM40 200mm PQCM40 200mm

DLC 100mm DLC 100mm Existing Drain

PROPOSED CROSS SECTION OF CONCRETE ROAD

(From Km. 202.250 to 202.580 (Saundatti Town Limit )

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division Saundatti PWD Sub Division Saundatti

¨É¼ÀUÁ« f¯ÉèAiÀÄ ¸ÀªÀzÀwÛ AiÀÄ®èªÀÄä ªÀÄvÀPÉëÃvÀæzÀ ²AzÉÆÃV UÁæªÀÄzÀ ªÀÄÄRå gÀ¸ÉÛ¬ÄAzÀ §ÄzsÀªÀÄÄAa PÉgɪÀgÉUÉ gÀ¸ÉÛ ¸ÀÄzsÁgÀuÉ ªÀiÁqÀĪÀÅzÀÄ. (UÁæ«ÄÃt gÀ¸ÉÛ)

PROPOSED CROSS SECTION OF APPROCHES CONCRETE ROAD

(From Km. 201.870 to 202.580 (Saundatti Town Limit )

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division Saundatti PWD Sub Division Saundatti

¨É¼ÀUÁ« f¯ÉèAiÀÄ ¸ÀªÀzÀwÛ AiÀÄ®èªÀÄä ªÀÄvÀPÉëÃvÀæzÀ ²AzÉÆÃV UÁæªÀÄzÀ ªÀÄÄRå gÀ¸ÉÛ¬ÄAzÀ §ÄzsÀªÀÄÄAa PÉgɪÀgÉUÉ gÀ¸ÉÛ ¸ÀÄzsÁgÀuÉ ªÀiÁqÀĪÀÅzÀÄ. (UÁæ«ÄÃt gÀ¸ÉÛ)

Construction of 1 Nos CD Work - 1000mm dia 1 Row

Sl. No. Description of Item Unit Qty. Rate Amount

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m (Vol-1, P.No. 8 / I.No. 1.14.1) m3 19.3065 102.00 1969.26

2 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour, rolling, water, all materials, usage & all other appurtenaces required to complete the work. (Vol-1, P.No. 7 / I.No. 1.8) m3 9.0720 474.00 4300.13

3 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (Vol-1, P.No. 7 / I.No.1.9) m3 10.7130 266.00 2849.67

4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 15 / I.No. 2.1.3) m3 3.4755 5918.00 20568.01

5 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 16 / I.No. 2.4.2) m3 16.2807 6221.00 101281.92

5a Formwork for Culverts (Head walls) Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 111 / SI.No. 8) m3 16.2807 497.68 8102.55

6 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification All other type of structures (Vol-1, P.No. 18 / I.No. 2.11h) t 0.2541 69749.00 17725.82

7 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6. b 1000mm dia (Vol-3, P.No. 146 / I.No. 16.15 b) m 7.5000 7958.00 59685.00

Total 216482.36

Assistant Executive Engineer, Executive Engineer,

PWD Sub-Division Saundatti PWD Division Belagavi

¨É¼ÀUÁ« f¯ÉèAiÀÄ ¸ÀªÀzÀwÛ AiÀÄ®èªÀÄä ªÀÄvÀPÉëÃvÀæzÀ ²AzÉÆÃV UÁæªÀÄzÀ ªÀÄÄRå gÀ¸ÉÛ¬ÄAzÀ §ÄzsÀªÀÄÄAa PÉgɪÀgÉUÉ gÀ¸ÉÛ ¸ÀÄzsÁgÀuÉ ªÀiÁqÀĪÀÅzÀÄ. (UÁæ«ÄÃt gÀ¸ÉÛ)

Construction of 1 Nos CD Work - 1000mm dia 1 Row

Sl. No. Item of work Nos/Sides L. B. D Qty. Unit

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m (Vol-1, P.No. 8 / I.No. 1.14.1) 73.00

For Head wall 1 x 2 x 5.10 x 1.55 x 1.05 = 16.6005

Barel Portion 1 x 1 x 8.20 x 2.20 x 0.15 = 2.7060

2 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour, rolling, water, all materials, usage & all other appurtenaces required to complete the work. (Vol-1, P.No. 7 / I.No. 1.8) 402.00

3 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (Vol-1, P.No. 7 / I.No.1.9)

Sides of Pipe 1 x 1 x 7.10 x 2.20 x 1.20 = 18.7440

Deduct pipe portion 1 x 0.7855 x (1.20)2 x 7.10 = -8.030952

4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 15 / I.No. 2.1.3) 5752.00

For Head wall 1 x 2 x 3.50 x 1.55 x 0.15 = 1.6275

5 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 16 / I.No. 2.4.2) 6256.00

5a Formwork for Culverts (Head walls) Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 111 / SI.No. 8)

Qty same as above Total :- 16.2807 m3 81.40325

6 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification All other type of structures (Vol-1, P.No. 18 / I.No. 2.11h) 94295.00

7 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6. b 1000mm dia (Vol-3, P.No. 146 / I.No. 16.15 b) 7958.00

Assistant Executive Engineer Executive Engineer

PWD Sub-Division Saundatti PWD Division Belagavi

¨É¼ÀUÁ« f¯ÉèAiÀÄ ¸ÀªÀzÀwÛ AiÀÄ®èªÀÄä ªÀÄvÀPÉëÃvÀæzÀ ²AzÉÆÃV UÁæªÀÄzÀ ªÀÄÄRå gÀ¸ÉÛ¬ÄAzÀ §ÄzsÀªÀÄÄAa PÉgɪÀgÉUÉ gÀ¸ÉÛ ¸ÀÄzsÁgÀuÉ ªÀiÁqÀĪÀÅzÀÄ. (UÁæ«ÄÃt gÀ¸ÉÛ)

Sl. No Item of work SR 2023-24 (Continued to 2024-25) Area Weightage 5% Total

Unit Vol Page No. It. No. Basic Rate

Construction of CD Work

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m (Vol-1, P.No. 8 / I.No. 1.14.1) m3 1 8 1.14.1 102.00 0.00 102.00

2 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour, rolling, water, all materials, usage & all other appurtenaces required to complete the work. (Vol-1, P.No. 7 / I.No. 1.8) m3 1 7 1.8 474.00 0.00 474.00

3 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (Vol-1, P.No. 7 / I.No.1.9) m3 1 7 1.9 266.00 0.00 266.00

4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 15 / I.No. 2.1.3) m3 1 15 2.1.3 5918.00 0.00 5918.00

5 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 16 / I.No. 2.4.2) m3 1 16 2.4.2 6221.00 0.00 6221.00

5a Formwork for Culverts (Head walls) Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 111 / SI.No. 8) m3 1 111 8 497.68 0.00 497.68

6 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification All other type of structures (Vol-1, P.No. 18 / I.No. 2.11h) t 1 18 2.11h 69749.00 0.00 69749.00

7 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6. b 1000mm dia (Vol-3, P.No. 146 / I.No. 16.15 b) m 3 146 16.15 b 7958.00 0.00 7958.00

Assistant Executive Engineer Executive Engineer

PWD Sub-Division Saundatti PWD Division Belagavi

¨É¼ÀUÁ« f¯ÉèAiÀÄ ¸ÀªÀzÀwÛ AiÀÄ®èªÀÄä ªÀÄvÀPÉëÃvÀæzÀ ²AzÉÆÃV UÁæªÀÄzÀ ªÀÄÄRå gÀ¸ÉÛ¬ÄAzÀ §ÄzsÀªÀÄÄAa PÉgɪÀgÉUÉ gÀ¸ÉÛ ¸ÀÄzsÁgÀuÉ ªÀiÁqÀĪÀÅzÀÄ. (UÁæ«ÄÃt gÀ¸ÉÛ)

DESIGN CALCULATION

Water way " A" : X/2.50

Catchment area Calculated i e , X : 18.00 Acres

Water way in Sq ,ft

Therefore " A" : 18

Water way " A" : 7.20 Sq ft

Providing 1 rows 1000 dia Pipes 3.2808 feet

HENCE 1 ROWS OF 1000mm DIA IS SUFFICIENT

Section Officer Assistant Executive Engineer

PWD Sub Division Saundatti

¨É¼ÀUÁ« f¯ÉèAiÀÄ ¸ÀªÀzÀwÛ AiÀÄ®èªÀÄä ªÀÄvÀPÉëÃvÀæzÀ ²AzÉÆÃV UÁæªÀÄzÀ ªÀÄÄRå gÀ¸ÉÛ¬ÄAzÀ §ÄzsÀªÀÄÄAa PÉgɪÀgÉUÉ gÀ¸ÉÛ ¸ÀÄzsÁgÀuÉ ªÀiÁqÀĪÀÅzÀÄ. (UÁæ«ÄÃt gÀ¸ÉÛ)

Length of cd 7.5

1000mm Dia NP3 Pipe

RCC M15 for Head wall

15cms th PCC M10

Assistant Executive Engineer

PWD Sub-Division Saundatti

¨É¼ÀUÁ« f¯ÉèAiÀÄ ¸ÀªÀzÀwÛ AiÀÄ®èªÀÄä ªÀÄvÀPÉëÃvÀæzÀ ²AzÉÆÃV UÁæªÀÄzÀ ªÀÄÄRå gÀ¸ÉÛ¬ÄAzÀ §ÄzsÀªÀÄÄAa PÉgɪÀgÉUÉ gÀ¸ÉÛ ¸ÀÄzsÁgÀuÉ ªÀiÁqÀĪÀÅzÀÄ. (UÁæ«ÄÃt gÀ¸ÉÛ)

Assistant Executive Engineer

PWD Sub-Division Saundatti

¨É¼ÀUÁ« f¯ÉèAiÀÄ ¸ÀªÀzÀwÛ AiÀÄ®èªÀÄä ªÀÄvÀPÉëÃvÀæzÀ ²AzÉÆÃV UÁæªÀÄzÀ ªÀÄÄRå gÀ¸ÉÛ¬ÄAzÀ §ÄzsÀªÀÄÄAa PÉgɪÀgÉUÉ gÀ¸ÉÛ ¸ÀÄzsÁgÀuÉ ªÀiÁqÀĪÀÅzÀÄ. (UÁæ«ÄÃt gÀ¸ÉÛ)

Assistant Executive Engineer

PWD Sub-Division Saundatti

¨É¼ÀUÁ« f¯ÉèAiÀÄ ¸ÀªÀzÀwÛ AiÀÄ®èªÀÄä ªÀÄvÀPÉëÃvÀæzÀ ²AzÉÆÃV UÁæªÀÄzÀ ªÀÄÄRå gÀ¸ÉÛ¬ÄAzÀ §ÄzsÀªÀÄÄAa PÉgɪÀgÉUÉ gÀ¸ÉÛ ¸ÀÄzsÁgÀuÉ ªÀiÁqÀĪÀÅzÀÄ. (UÁæ«ÄÃt gÀ¸ÉÛ)

Assistant Executive Engineer

PWD Sub-Division Saundatti

¨É¼ÀUÁ« f¯ÉèAiÀÄ ¸ÀªÀzÀwÛ AiÀÄ®èªÀÄä ªÀÄvÀPÉëÃvÀæzÀ ²AzÉÆÃV UÁæªÀÄzÀ ªÀÄÄRå gÀ¸ÉÛ¬ÄAzÀ §ÄzsÀªÀÄÄAa PÉgɪÀgÉUÉ gÀ¸ÉÛ ¸ÀÄzsÁgÀuÉ ªÀiÁqÀĪÀÅzÀÄ. (UÁæ«ÄÃt gÀ¸ÉÛ)

Assistant Executive Engineer

PWD Sub-Division Saundatti

Financial Year Total value of Civil Engineering works executed and payments received in the last five years (in Rs. lac)

Attach Chartered Accountant's Yearwise Statements.with audited profit and loss account

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification

Work executed as prime contractor (in the same name) on works of similar nature during the five years specified)

Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs. Lakhs Date of Markout /Date of Handing over of site Specified period of completion (including/excluding Monsoon Actual date of completion Remarks (appreciation letter received for early completion or reasons, if there is delay in completion)

Attach Workdone Certificate for each work indicated above, in Format 3, obtained from the Competent Authority

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification

Quantities of work executed as prime contractor (in the same name) during the last five years i.e., from 2015-16 to 2019-20

Year Name of Work Name of Employer Quantity of work performed Remarks(Indicate contract reference)

Earth work excavation in Cum Plain Cement Concrete (in Cum) Reinforced Cement Concrete (in Cum) Stone Masonry (in Cum) Brick Masonry (in Cum) Steel (in Qtl) Finishinh Items (in Sqm)

Attach Workdone Certificate for each work indicated above, obtained from the Competent Authority not below the rank of Executive Engineer or equivalent.

Note : Documents shall be attested by the Notary or Government Gazetted

FORMAT FOR WORK DONE CERTIFICATE TO BE OBTAINED FROM COMPETENT AUTHORITY

has executed/ is executing(strike off which ever is not applicable) the work of .............................................

in this Organisation. The details of the work is as under:

1 Name of the Project :

2 Name of the Work :

3 Contract Amount :

4 Date of signing the Agreement :

5 Date of handing over of the Site :

6 Progress * : 2019

January February March April May June July August September October November December

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2020

January February March April May June July August September October November December

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2021

January February March April May June July August September October November December

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2022

January February March April May June July August September October November December

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2023

January February March April May June July August September October November December

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2024

January February March

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

7 Stipulated Period of Completion (including monsoon)

8 Prescribed Date of completion

9 Actual Date of Completion/ Probable Date of Completion

10 Cost of balance work (if work is in progress) :

11 Reasons if any for delay in completion, if work completion is delayed :

12 Penalty if any imposed :

13 Any other information :

* Monthwise progress shall be furnished seperately.

Date: (Authorised Signatory)

Address for correspondence:

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification

Monthly Physical and Financial Progress Achieved in all Contracts which are referred to in Format 3

Names of Works Item of Work Names of Employers 2019-20 Remarks (Indicate contract reference)

January February march April May June July August September October November December

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification.

Information on works which are yet to be completed.

(EXISTING COMMITMENTS AND ON-GOING WORKS)

Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs. Lakhs Date of Markout /Date of Handing over of site Specified period of completion (including/excluding Monsoon cost of balance works remaining Rs. in lac Probable date of completion

Attach Certificate for each work indicated above, in Format 3, obtained from the Competent Authority

Note : Documents shall be attested by the Notary or Government Gazetted.

Information of the works for which Tender acceptance letters are received.

Project Name Name & Address of the Employer Name of Work Tendered Amount in Rs lac Specified period of completion (including/excluding Monsoon Probable Date of Handing over of site

Attach letters of Acceptance received.

Note : Documents shall be attested by the Notary or Government Gazetted.

Information of the works for which Tenderer has submitted Tender.

Project Name Name & Address of the Employer Name of Work Amount put to Tender in Rs lac. Specified period of completion (including/excluding Monsoon Prescribed last date of submission of tender Probable date of decision on the Tender Remarks if any.

List of Machineries Required

Item of Equipment Requirement Owned/ Hired/Leased Owned/ Hired/Lease and available Remarks

No. Capacity Number/Capacity Age/ Condition

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be produced at the time of opening of Technical bid for verification.

BANKER’S CERTIFICATE

This is to certify that M/s. ………………………….. is a reputed company with a good financial standing. If the contract for this work, namely............................................................................... ............................................................................................................................................... (Name of the work) is awarded to the above firm, we shall be able to provide overdraft/credit facilities to the extent of Rs. …………....../- (inwards) .................................................................... ............................................................................................................................................... to meet the working capital requirements for executing the above contract

Name of the Bank, Senior Bank Manger

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification.

Information on litigation in which the Tenderer is involved:

Other Party/Parties Employer Details of Dispute Amount involved Remarks showing Present Status