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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹95.7 L
EMD Value
₹1.9 L
Closing Date
6 Jan 2026, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Ex. Engineer R and B Division Shopian
Shopian
Construction of Link Road from Arshipora Main Road to Shopian-Kadhar via Vatal Nard
2025_PWDJK_298944_1
66/7388-97/RnB/SPN/e-tender of 23-12-2025
Open Tender
Civil Works
Percentage
270 days
Shopian
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,600
Ex. Engineer R and B Division Shopian
₹1.9 L
23 Dec 2025
23 Dec 2025
7 Jan 2026
24 Dec 2025
6 Jan 2026
24 Dec 2025
Select, At Par, Excess (+), Less (-) IOCL
Tender Inviting Authority: Executive Engineer R&B Division Shopian
Name of Work:-Construction of Link Road from Arshipora Main Road to Shopian-Kadhar via Vatal Nard
Contract No: 66/7388-97/RnB/SPN /e-Tendering/2025-26 Dated:- 23-12-2025 Adv Cost(In Lacs):- 95.693 (Base Cost= 81.096+ GST=14.597) INR Accord No:- 215-SE/PS of 2025-26 Dated:- 12-12-2025 Technical Sanction No:- 223-SE/PS of 2025-26 Dated:- 22-12-2025
Name of the Bidder/ Bidding Firm / Company :
Sl. No. Item Discription 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 Without Taxes in Rs. P TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words
1 Felling trees of the girth Beyond 120 cm girth upto and including 240 cm girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable as per direction of Engineer-in-charge 0.000 Nos 0.799 Excess(+) Full Conversion INR
2 Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete and in proper position/ grade including providing of required quantity of RBM over and under pipes as cushion including cost and carriages of pipes, RBM, loading, unloading complete.Non-pressure class (Medium duty) R.C.C. pipes, 450 mm dla 0.000 Rm 0.599 Excess(+) Full Conversion INR INR Two Lakh Twenty Seven Thousand Eight Hundred & Seventy One and Paise Nineteen Only
3 Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete and in proper position/ grade including providing of required quantity of RBM over and under pipes as cushion including cost and carriages of pipes, RBM, loading, unloading complete.Non-pressure class (Medium duty) R.C.C. pipes, 600 mm dla 0.000 Rm 0.199 Excess(+) Full Conversion INR INR Sixty Two Thousand &Thirty Three and Paise Ninety Only
4 Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete and in proper position/ grade including providing of required quantity of RBM over and under pipes as cushion including cost and carriages of pipes, RBM, loading, unloading complete.Non-pressure class (Medium duty) R.C.C. pipes, 1000 mm dla 0.999 Rm 0.599 Excess(+) Full Conversion INR INR Thirty Seven Thousand Two Hundred & Twenty and Paise Thirty Four Only
5 Earth work in excavation all kinds of soil by mechinical means in trenches for foundations, etc. including dressing of sides and ramming of bottoms, all leads, lift including getting out excavated earth and disposal of surplus excavated earth as per the directions of Engineer In-Charge complete 0.999 Cum 0.600 Excess(+) Full Conversion INR INR One Lakh Twenty Four Thousand &Ninety Three and Paise Sixty Six Only
6 Providing and laying stone soling duly hand packed in maintaning level and section including all carriages complete 0.000 Cum 0.799 Excess(+) Full Conversion INR INR Sixty Eight Thousand Two Hundred & Seventy and Paise Thirty Five Only
7 Providing and laying in position cement concrete 1:4:8 (1 Cement:4 Corase sand: 8 grade stone aggregate 40 mm nominal size crushed including curing but excluding the cost of centring and shuttering. All work upto plinth level including all carriages complete 0.000 Cum 0.200 Excess(+) Full Conversion INR INR Three Lakh Two Hundred & One and Paise Eighty Eight Only
8 Providing and laying in position cement concrete in 1:2:4 (1 Cement: 2 Corase sand: 4 grade stone aggr 20 mm nominal size crushed) including curing but excluding the cost of centring and shuttering all work upto plinth level and above plinth level upto required height including all carriages complete 0.000 Cum 0.199 Excess(+) Full Conversion INR INR Twenty Two Lakh Sixty Three Thousand Five Hundred & Four and Paise Sixty One Only
9 Centering and shuttring including strutting, propping, etc. and removal of form work for foundations, footings, bases of columns etc 0.000 Sqm 0.200 Excess(+) Full Conversion INR INR Two Lakh Eighty Two Thousand One Hundred & Thirty Two and Paise Sixty Four Only
10 Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate includung all carriages complete 0.000 Sqm 0.599 Excess(+) Full Conversion INR INR Ninety Five Thousand Four Hundred & Sixty Nine and Paise Twenty Five Only
11 Providing and laying River Bed Material ( RBM) including sorting , spreading in uniform layers on existing surface and consolidation each deposited layer with Vibrator Roller to the required gradient and camber with all carriages to site of work including loading and unloading complete 0.999 Cum 0.600 Excess(+) Full Conversion INR INR Seven Lakh Sixty Three Thousand Seven Hundred & Eighty Two and Paise Sixty Five Only
12 supplying and stacking, laying, spreading and compacting stone aggregate of 63-45mm size to WBM Specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller of 8-10 tonne capacity in stages to proper grade and camber applying and brooming 13.2 mm type A screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to required density including all carriages of materials as involved complete (Finished work to be measured 75mm thick compacted thickness) including all leads, lifts, loading, unloading carriage of all materials Complete 0.000 Cum 0.399 Excess(+) Full Conversion INR INR Five Lakh Six Thousand Two Hundred & Seventy Seven and Paise Eighty Nine Only
13 Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge including all leads, lifts, loading, unloading carriage of all materials Complete 0.999 Cum 0.399 Excess(+) Full Conversion INR INR Five Lakh Seventy Three Thousand One Hundred & Seventy Eight and Paise Sixty Five Only
14 Providing and applying tack coat using hot straight run bitumen of grade -VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. (On WMM/WBM Surface @0.75Kgs/Sqm) including all leads, lifts, loading, unloading carriage of all materials Complete 0.999 Sqm 0.400 Excess(+) Full Conversion INR INR Two Lakh Twenty Five Thousand Nine Hundred & Fifty Seven and Paise Forty Nine Only
15 Providing and laying 50 mm thick bituminous macadam with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum/ Batch Type Hot Mix Plant using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Chargeincluding all leads, lifts, loading, unloading carriage of all materials Complete 0.200 Cum 0.000 Excess(+) Full Conversion INR INR Thirteen Lakh Five Thousand Four Hundred & Eighty Four and Paise Four Only
16 Providing and laying semi- dense Bituminous concrete of 25 mm compacted thickness with bitumen of grade VG 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum /Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge including all leads, lifts, loading, unloading carriage of all materials Complete 0.999 Sqm 0.200 Excess(+) Full Conversion INR INR Eight Lakh Ninety Thousand Seven Hundred & Ninety Three and Paise Two Only
17 Providing and laying 6mm thick seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road including all leads, lifts, loading, unloading carriage of all materials Complete. 0.999 Sqm 0.799 Excess(+) Full Conversion INR INR Three Lakh Eight Thousand One Hundred & Eighty Two and Paise Seventy Eight Only
Total in Figures INR Eighty One Lakh Nine Thousand Six Hundred & Thirty Nine and Paise Ninety Only 4 Construction of chamber for 100mm sluice plates item5 10 Nos
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