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| 1 | Percentage BoQ BoQ_Ver3.0 Percentage Normal INR Only INR Select, At Par, Excess (+), Less (-) IOCL Tender Inviting Authority: CHIEF ENGINEER PMGSY JKRRDA JAMMU ON BEHALF OF GOVERNOR OF JAMMU AND KASHMIR UT Restoration of roads under the jurisdiction of PMGSY Division Reasi on emergency basis (i.e) by way of clearance of Snow/snow bound slips and other allied works likely to occur during financial year 2026-27 in Block Bhomag on:-1. Gran to Sukhal Ghati (Upto Toot), JK14-514, Length - 19.500 Kms2. UPG. of road from Gran to Sukhalghati, JK14-735, Length-4.60 kms3. Gran to Sukhal Ghati (Part-II), JK14-544, Length – 15.125 Kms4. Bakal to Lamsoora JK14-627, Length-14.400 km5. Salal to Sujandhar JK14-293 Length-16.500 Km Total Length :- 70.125 Kms pmgsytesting Name of the Bidder/ Bidding Firm / Company : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Sl.No. d Item Code / Make Quantity Units Estimated Rate inRs. 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 Without Taxes inRs. P TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Slip/drain clearance in ordinary soil incl. safe disposal with all leads and lifts etc. complete job incl. safe disposal as per the directions of the Engineer Incharge at site without damaging the public/private property. |
| 3 | Slip clearance in soils mixed with moorum kankar/shingle/Boulders incl. safe disposal with all leads and lifts complete job incl. safe disposal as per the directions of the Engineer Incharge at site without damaging the public/private property. |
| 4 | Slip clearance in soils mixed with decomposed soils, by blasting or any other means incl. safe disposal with all leads and lifts complete job incl. safe disposal as per the directions of the Engineer Incharge at site without damaging the public/private propertyincl. safe disposal as per the directions of the Engineer Incharge at site without damaging the public/private property. |
| 5 | Slip clearance in meduim hard rock by blasting incl. safe disposal with all leads and lifts complete job incl. safe disposal as per the directions of the Engineer Incharge at site without damaging the public/private property. |
| 6 | Slip clearance in hard rock by blasting incl. safe disposal with all leads and lifts complete job incl. safe disposal as per the directions of the Engineer Incharge at site without damaging the public/private property. |
| 7 | SNOW CLEARANCE |
| 8 | Galla cutting in compressed snow 1200 m deep and 4 m wide |
| 9 | Clearing snow (without frost) from roads manually/mechanically |
| 10 | Snow depth upto 150 mm |
| 11 | Snow depth over 150 mm to 250 mm |
| 12 | Snow depth over 250 mm but upto 350mm |
| 13 | Snow depth over 350 mm but upto 450 mm |
| 14 | Snow depth over 450 mm but upto 550 mm |
| 15 | Snow depth over 550 mm but upto 650 mm |
| 16 | Snow depth over 650 mm but upto 750mm |
| 17 | Snow depth over 750 mm but upto 850mm |
| 18 | Snow depth over 850 mm but upto 950mm |
| 19 | Snow depth over 950 mm but upto 1050mm |
| 20 | Snow depth over 1050 mm but upto 1150mm |
| 21 | Snow depth over 1150 mm but upto 1250 mm |
| 22 | Clearing snow (with frost) from Roads, manually using picks and shovels; snow depth upto 150 mm |
| 23 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: (all kinds of soil) |
| 24 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 25 | Hand packing stones in wire crates including cost of crates and stones (Wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) incl. 10 percent extra for laps and joints. |
| 26 | Dumping of stone Horizontal on level including cost of stones |
| 27 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1.00 mtr. above ground level and removal of rubbish upto a distance of 50 mtr. outside the periphery of the area cleared. |
| 28 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil. |
| 29 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 30 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 31 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. with material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 Total in Figures 383801.42 383801.42 INR Three Lakh Eighty Three Thousand Eight Hundred & One and Paise Forty Two Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 INR Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
