Estimate for construction of V.R Bridge at RD 31694, V.R Bridge cum Fall at RD 38875 and lifting of slab of VR Bridge at RD 2050, 22300 and 36000 of Ghuram Disty.

Select, Excess (+), Less (-) Less (-)

Tender Inviting Authority: Devigarh Patiala Canal and Ground Water Division WRD Punjab Patiala

Name of Work: Estimate for construction of V.R Bridge at RD 31694, V.R Bridge cum Fall at RD 38875 and lifting of slab of VR Bridge at RD 2050, 22300 & 36000 of Ghuram Disty.

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Item Description Item Code / Make Quantity Units Estimated Rate in Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT in Rs. P TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words

1 Ordinary jungle clearance of both banks of running Disty. Minors and Drains includind boundary road with discharge upto 1.5 cumecs. t1 1 Km 0 Excess(+) Full Conversion INR

2 Excavation of soil (any type) using hydraulic excavator and CK 90 excavation with hydraulic excavator of 0.9 cum capacity including cutting trimming bottom and side slopes in accordance with requirement of grades and cross sections, includingall lift and combined lead upto 30 mtr. t2 1 Cum 0 Excess(+) Full Conversion INR 1.02 Construction of chamber for 100mm sluice plates item2 213 Nos

3 Excavation of soil using hydraulic exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations with all lifts and leads (excluding royality.) t3 1 Cum 0 Excess(+) Full Conversion INR 2 Construction of chamber for 100mm sluices valve item3 10 Nos

4 Compaction of earth Extra for laying earth/fly ash as per specificaion in 20cm layers and dressing & including cost of rolling Extra for watering the earth / fly ash laid in 20 cm layers as per specificaion for compation Extra for Rolling to Specificaions t4 1 Cum 0 Excess(+) Full Conversion INR 1 Construction of chamber for 100mm sluices valve item1 10 1 Nos

5 Dressing of Earthwork (New work or remodeling work.) t5 1 Sqm 0 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

6 Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth t6 1 Cum 0 Excess(+) Full Conversion INR 1.02 Construction of chamber for 100mm sluice plates item2 213 Nos

7 Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above 1.5 mtr depth but upto 3.0 m depth. t7 1 Cum 0 Excess(+) Full Conversion INR 1 Construction of chamber for 100mm sluices valve item1 10 1 Nos

8 Earthwork excavation in foundations trenches extra in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 meters. t8 1 Cum 0 Excess(+) Full Conversion INR 3 Supplying, Conveying and fixing spls. Including ea item4 10 Nos

9 Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification. t9 1 Sqm 0 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

10 Dressing bed and preparation of sub grade for lining. t10 1 Sqm 0 Excess(+) Full Conversion INR 1.02 Construction of chamber for 100mm sluice plates item2 213 Nos

11 Dag Belling single kassi stroke complete in all respect t11 1 Km 0 Excess(+) Full Conversion INR

12 Putting 1:3 (cement: water) cement slurry with cement @ 2.25 kg/ sqm on prepared bed and side slopes before laying concrete on bed and side slopes t12 1 Sqm 0 Excess(+) Full Conversion INR

13 Laying Reinforced Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M-20 with cement content 335 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) as per design/drawing and PWD specifications (for Side Slope) t13 1 Cum 0 Excess(+) Full Conversion INR

14 Laying Reinforced Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M-20 with cement content 335 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) as per design/drawing and PWD specifications (for Coping) t14 1 Cum 0 Excess(+) Full Conversion INR

15 Laying Reinforced Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M-20 with cement content 335 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) as per design/drawing and PWD specifications (for Sleeper ) t15 1 Cum 0 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

16 Cement concrete lining 10cm. thick or less with mechanical Paver for irrigation channels, using cement concrete M-10 with cement content 225kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km. Computerized Batching & Mixing plant mixed concrete lining on bed and on slide slopes upto vertical height 2.0m. t16 1 Cum 0 Excess(+) Full Conversion INR

17 Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (For Side Slopes) t17 1 Cum 0 Excess(+) Full Conversion INR

18 Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (For Coping) t18 1 Cum 0 Excess(+) Full Conversion INR

19 Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (For Sleepers) t19 1 Cum 0 Excess(+) Full Conversion INR

20 Shuttering for faces of Concrete lining on side slopes and bed complete in all respect as per design/drawing and PWD specifications. t20 1 Sqm 0 Excess(+) Full Conversion INR

21 Filling of construction/Contraction Joints with sealing compound including supply, carriege of material complete in all respect as per design/ drawing and PWD specifications t21 1 mtr 0 Excess(+) Full Conversion INR

22 Filling expansion joints with special impervious hot pour 12.5 mm wide including supply ,carriage, of material complete in all respect as per design/drawing and PWD specifications t22 1 Mtr/cm depth 0 Excess(+) Full Conversion INR

23 Extra bitumen painting at 0.69 per sqm (on sleeper) . Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect. t23 1 Sqm 0 Excess(+) Full Conversion INR

24 Providing & laying 250 mm wide LDPE Film 150 micron over sleepers t24 1 Kg 0 Excess(+) Full Conversion INR

25 Dismantling brick work, tile masonry or tile lining (in cement mortar) t25 1 cum 0 Excess(+) Full Conversion INR

26 Dismantling of Brick work in cement sand mortar/lime mortar including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means) t26 1 Cum 0 Excess(+) Full Conversion INR

27 Dismantling of PCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means) t27 1 Cum 0 Excess(+) Full Conversion INR

28 Dismantling of pre-stressed / RCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means) t28 1 Cum 0 Excess(+) Full Conversion INR

29 Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out, construction of shoring and bracing, removal of stumps and other matter, dressing of sides and bottom and backfilling with excavated surplus soil Depth 0-3 mtr t29 1 Cum 0 Excess(+) Full Conversion INR

30 Sand Filling in Foundation Trenches as per Drawing & Technical Specification t30 1 Cum 0 Excess(+) Full Conversion INR

31 Plain cement concrete M-15 Grade in sub-structure complete as per drawing and Technical Specifications Height upto 5m. t31 1 Cum 0 Excess(+) Full Conversion INR

32 Plain/Reinforced cement concrete grade M30 in sub-structure with batching Plant, Transit Mixer and Concrete Pump complete as per drawing and technical specifications with Height up to 5m. t32 1 Cum 0 Excess(+) Full Conversion INR

33 Plain/Reinforced cement concrete grade M25 in sub-structure with batching Plant, Transit Mixer and Concrete Pump complete as per drawing and technical specifications with Height up to 5m. t33 1 cum 0 Excess(+) Full Conversion INR

34 Plain/Reinforced cement concrete RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump in sub-structure complete as per drawing and Technical Specifications Height upto 5m t34 1 cum 0 Excess(+) Full Conversion INR

35 Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94- DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture. t35 1 mtr 0 Excess(+) Full Conversion INR

36 Supplying, fitting and placing HYSD bar reinforcement in sub- structure complete as per drawing and Technical Specifications. t36 1 MT 0 Excess(+) Full Conversion INR

37 Preparing watering and ramming surface for laying concrete, for irrigation channels horizontally. t37 1 Sqm 0 Excess(+) Full Conversion INR

38 Providing & fixing 25 mm thick and 250 mm wide compressible fiber board in expansion joint complete as per drawing and technical clause 2605 of MORT&H specifications. t38 1 mtr 0 Excess(+) Full Conversion INR

39 Providing and filling joint sealing compound with coarse sand and 6 percent bitumen by weight complete as per drawings and technical clause 2605 of MORT&H specifications. t39 1 mtr 0 Excess(+) Full Conversion INR

40 Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. t40 1 sqm 0 Excess(+) Full Conversion INR

41 Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. 110mm o/d PVC pipe of 2.5 Kgf. /sqcm t41 1 mtr 0 Excess(+) Full Conversion INR

42 Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. t42 1 cum 0 Excess(+) Full Conversion INR

43 Supplying & laying dry brick ballast t43 1 cum 0 Excess(+) Full Conversion INR

44 Laying cement concrete 1:4:8 with gauge 40mm mixing by mechanical means using concrete mixer volumetric type t44 1 cum 0 Excess(+) Full Conversion INR

45 First class burnt brick work laid in cement sand mortar 1:4 in foundations & plinth t45 1 cum 0 Excess(+) Full Conversion INR

46 Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. t46 1 cum 0 Excess(+) Full Conversion INR

47 Cold twisted detormed (Ribbed/ ToR Steel Bar) Bars (Fe 500 grade as per IS 1786-2005) , for R.C.C works, where not including in the complete rate of RCC including bending and biding placing in position complete t47 1 qtl 0 Excess(+) Full Conversion INR

48 Making arrangement for lifting of slab (RCC) with jack, sleeper, Gutka including labour charges at site of work t48 1 sqm 0 Excess(+) Full Conversion INR

49 Providing and laying 60 mm thick factory made cement concrete interlocking Paving blocks of M 35 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in Charge. t49 1 sqm 0 Excess(+) Full Conversion INR

50 First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth including supply and carriage of material complete in all respect t50 1 cum 0 Excess(+) Full Conversion INR

51 First class burnt brick work laid in cement sand mortar 1:3 in first story upto 4 metres above plinth level including supply and carriage of material complete in all respect. t51 1 cum 0 Excess(+) Full Conversion INR

52 12.5mm thick cement plaster 1:2 t52 1 sqm 0 Excess(+) Full Conversion INR

53 Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. t53 1 sqm 0 Excess(+) Full Conversion INR

Total in Figures 4 Construction of chamber for 100mm sluice plates item5 10 Nos

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