Restoration of roads under the jurisdiction of PMGSY Sub Division Chenani JK14 659 JK14 270 JK14 306 JK14 617 JK14 660

Select, At Par, Excess (+), Less (-) IOCL

Tender Inviting Authority: EXECUTIVE ENGINEER PMGSY DIVISION UDHAMPUR

Name of Road:- Restoration of roads under the jurisdiction of PMGSY Sub-Division Ghordi on emergency basis i.e. (motorable paths only) by way of clearance of slips/snow likely to occur during financial year 2026-2027. 1. Langa to Charkoo, Package No.:- JK14-659, Phase-XII, Stage-II, Length:- 10.00, Block Chanunta Dalsar, District:- Udhampur. 2 Barota to Lerh Khas, Package No.:- JK14-270, Phase-VIII, stage-II, Length:- 6.00, Block Ghordi, District:- Udhampur. 3. Lerh Khas to Parkha, Package No.:- JK14-306, Phase-VIII, stage-II, Length:- 10.00, Block Ghordi, District:- Udhampur. 4. Parkha to Upper Chanunta, Package No.:- JK14-617, Phase-XII, Stage-II, Length:- 8.325, Block Ghordi, District:- Udhampur. 5. Ghordi Khas to Manlal, Package No.:- JK14-660, Phase-XII, Stage-II, Length:- 15.00, Block Chanunta Dalsar, District:- Udhampur. Total Length:- 49.325 Kms

Contract No. JK14-659, JK14-270, JK14-306, JK14-617, JK14-660, Total Length:- 49.325 Kms.

Name of the Bidder/ Bidding Firm / Company :

Sl. No. d 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

Clearing snow (without frost) from roads manually / Mechanically

Snow depth upto 150mm item 03 Sqm Excess(+) Full Conversion INR

Snow depth over 150mm but upto 250mm item 04 Sqm Excess(+) Full Conversion INR

Snow depth over 250 mm but upto 350mm item 05 Sqm Excess(+) Full Conversion INR

Snow depth over 350 mm but upto 450mm item 06 Sqm Excess(+) Full Conversion INR

Snow depth over 450 mm but upto 550 mm item 07 Sqm Excess(+) Full Conversion INR

Snow depth over 550 mm but upto 650 mm item 08 Sqm Excess(+) Full Conversion INR

Snow depth over 650 mm but upto 750 mm item 09 Sqm Excess(+) Full Conversion INR

Snow depth over 750 mm but upto 850 mm item 10 Sqm Excess(+) Full Conversion INR

Snow depth over 850 mm but upto 950 mm item 11 Sqm Excess(+) Full Conversion INR

Snow depth over 950 mm but upto 1050 mm item 12 Sqm Excess(+) Full Conversion INR

Snow depth over 1050 mm but upto 1150 mm item 13 Sqm Excess(+) Full Conversion INR

Snow depth over 1150 mm but upto 1250 mm item 14 Sqm Excess(+) Full Conversion INR

Galla Cutting in Compressed Snow item 15

1200mm deep and 4m wide item 16 Cum Excess(+) Full Conversion INR

Slip Clearance item 17

Slip clearance in ordinary soil incl. safe disposal with all leads and lifts etc. complete job. including Safe disposal as per the directions of the Engineer in-charge at site without Damaging the Public/Pvt. Property. Cum Excess(+) Full Conversion INR

Slip clearance in soils mixed with moorum kankar/shingle/Boulders incl. safe disposal with all leads and lifts complete job as per the directions of the Engineer in-charge at site without Damaging the Public/Pvt. Property. Cum Excess(+) Full Conversion INR

Slip clearance in soils mixed with decomposed soils, by blasting or any other means incl. safe disposal with all leads and lifts complete job as per the directions of the Engineer in-charge at site without Damaging the Public/Pvt. Property. Cum Excess(+) Full Conversion INR

Slip clearance in meduim/ hard rock by blasting incl. safe disposal with all leads and lifts complete job as per the directions of the Engineer in-charge at site without Damaging the Public/Pvt. Property. Cum Excess(+) Full Conversion INR

Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Techanical Specification Clause 1603.1 (All Kind Soil 70% Soft Rock 20%, Hard Rock 10%) Cum Excess(+) Full Conversion INR

Excavation for structures Earthwork in excavation for structures as per drawing and technical specifications clauses 305.1 including setting out, construction of shorting and bracing removal of stumps and other deleterious material and disposal upto and lead of 50m, dressing of slides and bottom and backfilling in trenches with excavated suitable material upto 3m depth including dewatering if required (All Kinds soil 70% soft rock 20% hard rock 10%) Cum Excess(+) Full Conversion INR

Providing/ laying PCC grade M-10 for plain / reinforced concrete in open foundation complete as per drawings and technical specification clause 802,803,1202 and 1203 nominal mix ( 1 cement ;3 Sand ;6 stone agg.) including all leads and lifts complete. Cum Excess(+) Full Conversion INR

Providing and laying of Plain cement concrete GRADE M-20 in foundation complete as per drawings and technical specification Clauses 802, 803, 1202 ann 1203 stone aggregate size 20 mm. Including cost of curing , form work , all leads, lifts and carriages of materials by MT complete. Cum Excess(+) Full Conversion INR

Polygonal/Random Rubble Masonry, Uncoursed/brought to course, in 1 Cement : 6 fine sand mortar, with Nallah Stone, in Foundation and Plinth, including levelling up at specified levels with M-5 nominal mix (mix side of stone aggregates: 20 mm nominal) concrete; including cost of Thruogh/Bond Stones all leads, lifts, carriages of materials by MT, handling, and re-handling complete Cum Excess(+) Full Conversion INR

Providing and laying of boulder apron laid in wire crates with 4 mm dia G.I wire conforming to IS:280 and IS:4826 in 100 mm x 100mm mesh (woven diagonally) including 10% extra for laps and joints weighing not less than 25 Kg each as per drawings & Technical specification Clause 1301 including all leads, lifts, carriages, handling, re-handling and including cost of wire crates complete item 19 Cum Excess(+) Full Conversion INR

Polygonal/Random Rubble Masonry laid dry un coursed brought to course in sub structure including cost of bond/through stones, also including all leads, lifts, carriages,of materials by MT handling and re-handling complete. Cum Excess(+) Full Conversion INR

Providing and laying reinforced cement concrete NP3 pipes 1000 mm dia for culverts on concrete bedding in single row including fixing collar with cement motar 1:2 (1 cement : 2 sand) excluding excavation, protection works, back filling cement concrete and masonry work in head walls parapets clause 1106 but including all leads, lifts, carriages, handling, re-handling complete. RM Excess(+) Full Conversion INR

Providing and laying reinforced cement concrete NP3 pipes 600 mm dia for culverts on concrete bedding in single row including fixing collar with cement motar 1:2 (1 cement : 2 sand) excluding excavation, protection works, back filling cement concrete and masonry work in head walls parapets clause 1106 but including all leads, lifts, carriages, handling, re-handling complete. RM Excess(+) Full Conversion INR

Providing and laying of RBM filling incl. Cost of consolidation and all leads,lifts and carriages complete. Cum Excess(+) Full Conversion INR

Filling available excavated earth (exculding rock) intrnches, plinth sides of foundation etc in layer not exceding 20 cm in depth consilidating each deposited layer ramming and watering, lead upto 50 m and lift upto 1.50 m Cum Excess(+) Full Conversion INR

Back filling behind abutment , using boulder in wing wall and return wall as per drawings and technical specification clause 1204.3.8 also including all leads, lifts, carriages, handling and re-handling complete item 20 Cum Excess(+) Full Conversion INR

Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manul means with all lifts as per Technical Specification Clause 201.

Girth above 300 mm to 600 m Each Excess(+) Full Conversion INR

Girth above 600 mm to 900 m Each Excess(+) Full Conversion INR

Girth above 900 mm to 1800 mm Each Excess(+) Full Conversion INR

Girth above 1800 mm to 2700 mm Each Excess(+) Full Conversion INR

Granular sub-base/base/surface course with local material (Table 400.13) by, mix in place method normal construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clausse 408. (Using naturally occuring gravel). Cum Excess(+) Full Conversion INR

Total in Figures

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