Tender For Routin Maintenance Works Of Ajeetgarh-Chala Section Of Sh-13 ,Sikar-Ganeri-Jaswantgarh Section Of Sh-20&20A,Bidasar-Nokha Section Of Sh-20 &Singhana-Bhuana-Haryana Border Section Of Sh-13B (Rate Contract) Amounting To Rs. 370.53 Lacs (Excl
Tender Value
4.37 Crore
Estimated cost
Bid Submission
03 Aug 2026
0 days left
EMD
8.74 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sikar → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Routin Maintenance Works Of Ajeetgarh-Chala Section Of Sh-13 ,Sikar-Ganeri-Jaswantgarh Section Of Sh-20&20A,Bidasar-Nokha Section Of Sh-20 &Singhana-Bhuana-Haryana Border Section Of Sh-13B (Rate Contract) Amounting To Rs. 370.53 Lacs (Excl. Applicable Gst)
BOQ
| Sl. No. | Item Description |
| 1 | Restoration of rain cuts with soil, Morrum, gravel or a mixture of these including all leads and lifts and cost of arrangement of land, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammer to restore the original alignment levels & slopes complete as per MoRTH specification Clause 3002. |
| 2 | Repair of potholes by wet mix macadam material by removal of all failed material ,trimming of completed excavation to provide firm vertical faces ,cleaning of surfaces ,compacting base of excavation as per clause 503,back filling the pot holes with wet mix macadam material by manual means as per clause 406, compacting with roller 8-10T,trimming and finishing the surface to form a smooth continuous surface. |
| 3 | Filling pot-holes and patch repairs with bituminous concrete,40 mm with removal of all failed material, trimming of completed excavation to provide firm verticalfaces, cleaning of surface, painting of tack coat on the sides and base of excavation as per Clause 503 back filling the pot holes with hot bituminous material using 60/70 grade bitumen @ 5.0% oftotalmix &mixed inhotmix plant40-60 TPH capacity and carriage with all leads as per clause 509, compacting with smooth wheel roller 8-10 tonne, trimming & finishing the surface to form a smooth continuous surface, all as per MoRTH specification Clause 3004.2 |
| 4 | Filling of crack using slow-curing bitumen emulsion and applying crusher dust in cracks complete as per MoRTH specification clause 3004.3.3 |
| 5 | Supply,placingand compacting readymadecoldbituminous pothole patching mix in accordance with IRC : 116-2014 Specifications in 50 Kg Plastic - lined sturdy bags with 10 Km. average lead for supply and 20 Km average lead for placement. Mix Shall contain at least 5.6 % MC-800 Cut-back bitumen and suitable anti-stripping agent. Mix shall be workable and usable for at least 6 months. All 50 Kg. bags shall be transported to a storage facility designated by the Engineer. Since the mix contains volatile kerosene, sealed bags shall not be stored in a closed building or warehouse. No open flame or smoking shall be permitted near thestored mix. |
| 6 | Clearing grass and removal of rubbish maximum 150mm thickness & dispose off up to a distance of 100 Meter outside the periphery of the area by manual means. Note : where only grass is met with , the area clear shall be measured & paid for under this item (MoRTH clause 201 ) |
| 7 | Silt clearance of drains, channels and canals with lift 1.5 Meter. And lead upto 50 Meter. |
| 8 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing |
| 9 | 90 cm equilateral triangle |
| 10 | 60 cm equilateral triangle Each |
| 11 | 60 cm circular |
| 12 | 80mm x 60mm rectangular |
| 13 | 60cm x 45cm rectangular |
| 14 | 60cm x 60cm square |
| 15 | 90cm high octagon |
| 16 | Supply of Chevron sign of size 75x60 cm made out of aluminum sheet 2 mm thick with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8 M dia, plate is covered by high intensity grade yellow retro-reflective sheeting and black screen printed arrow on Retro Reflective Sheet, complete in all respect. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom |
| 17 | Installation of sign board having the post like mandatory cautionary & informatory board includes excavation, cement concrete 1:5:10 (30X30X60) cm and transportation complete |
| 18 | Flexible Hazard Marker Post: As per IRC:SP 55-2014- The supply and fixing of fully flexible spring post made of Poly urethane (PU) in orange/red colour. The height of flexible spring post should not be less than 750mm and base should not be less than 200mm and weight should not be less than 1500 gram. Reflective area of flexible post should be width 100mm X Length 400mm with two nos. (2nos) white colour High Intensity Prismatic Tape both side of the post. The fixing/ Installation will be by drilling holes on the road and post should be fixed by the bolts size (10mm thickness and length 100mm) |
| 19 | Raised Payment Marker (CatsEye) : Supplying and Fixing of Molded Shank Raised Pavement Markers made of ABS Moulded body and Polycarbonate 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 35000 Kilogram tested in accordance to ASIM D 4280 & ASTM D 788. The Height of Road Stud is 20mm, Width 100mm, Length 100mm and minimum reflective area of 13 sqcm on each side.The Strength of detachment of the integrated cylender shank not less than 14+/-2mm (Thickness) and height not less than 30+ 2mm from the body. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive |
| 20 | Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (New construction) , extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997 , bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invertlevelof ductto beabove higher than ground level to prevent entry of water and dirt, all as per IRC: 98- 1997 and approved drawings. Double row for two utility services |
| 21 | Providing and laying marking of center line and stop lineetc with hot thermoplastic compound of approved qualitywith type-1 glass beeds (Table-800-9), 2.5 mm thick on road/ plain surface, including reflectorising glass beads type-2 (Table-800-10)@ 250 gms per sqm area with special applicator machine, as per IRC:35 including cleaning the surface of all dirt, dust and other foreign matter,demarcation at site and traffic control involved.The finished surface to be level,uniform and free from streaks and holes as per clause 803 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. |
| 22 | Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres) Mechanical means |
| 23 | Clearing slab/box type culvert and pipe culvert including clearing,cleaning and reshaping of upstream and downstream phases of these culvert with in right of way. The job includes disposal of excess material recovered from site including vegetation outside ROW with all leads and lifts complete in all respects as per direction in charge (frequency of cleaning will be one time in a year i.e. beforestart of mansoon). |
| 24 | Slab/box type culvert |
| 25 | pipe culvert |
| 26 | Carrying out repair to road signs including strengthening resetting or otherwise repairing signs made out of Retro Reflective sheets.Job includes patch repair to aluminium sheet, R R Sheet, posts, signs / script and repainting of posts at damaged location / positions with approved quality of enamel paint complete in all respect conforming to respective IRC/MOST specifications and as directed by Engineer-in-charge. |
| 27 | Road sign Boards mounted on single post. |
| 28 | Road sign Boards mounted on double post. |
| 29 | Overhead gantry road sign boards |
| 30 | Restoration work of Road Cutting of Bituminous Road as per MoRTHs pecification with all leads For trench width 1m.to 2.m. |
| 31 | Repair of road side cuts by earthen bags using empty gunny bag or cement bag including filling by dry sandy soil or local dry soil,transporting and fixing properly at site as per directions in charge |
| 32 | Stripping excess soil from the shoulder surface including disposal of excess earth side slopes to achieve the approved level and compacting with plate compactor up to 75mm average depth complete as per MoRTH specification clause3003. |
| 33 | Providing and fixing of Reinforced Ferro cement Drain cover designed for class \\"AA\\" loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti- corrosive bitumen painted M.S. plate Rim and on M.S. lifting hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant complete as per approved design etc. for drain Opeining Size 701 to 1200 mm Standard Drain Cover Size 1500mm x 600mm x 125 mm |
| 34 | Providing and laying slurry seal consisting of a mixture of fine aggregates (Table 500-26 & 500-27), Portland cement filler,bituminous emulsion andwater(as per Table 500-25) on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface as per MoRTH specification clause 512,complete in all respect as directed by Engineer in Charge. Type-III (6-8mm thickness) |
| 35 | Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 Tonn etomeet requirement of Table 300-2 as per MoRTH specification Clause No.305. |
| 36 | Providingand laying granular sub-base material aving P.I. ot more than 6 including spreading in layers not exceeding 150 mm compacted thicknessand consolidation by 8-10 tonne power rollerto required camber and grade including cost of water and hire charges of machinery including T&P with alllead (Compacted thickness to be measured). asper MoRTH specification table 400-1, 400-2, For GradingI Material |
| 37 | Providing, laying, spreading and compacting stone aggregate forWet Mix Macadam (as per table 400-12 and 400-13) specification including premixing the material with water to OMC in wet mix plant as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/Front end Loader/paver finisher, in sub base / base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc. (MoRTH specification : Clause 406 & Clause 112) by mechanical means with all lead . |
| 38 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion SS-1 as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 Sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates andtemperatures asperMoRTH specification CI502 & 112 (Including cleaning of road surface ) |
| 39 | Add extra to item No.5.1 for 1Kg/10 Sq memulsion |
| 40 | Providing and applying tack coat on the prepared surface, with bitumen emulsion RS-1 as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm. With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification Clause 503 & 112 ( Including cleaning of bituminous road surface ) |
| 41 | Add extra to itemNo.5.2 for1Kg/10Sqm emulsion |
| 42 | Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 500-8&500-10 and design mix for base/binder course including loading of material with Front end loader, heatingof binder (including cost of anti-stripping compound wherever required) aggregate and filler as per table 500-9, in hot mix plant More than 60-90 TPH, transporting the mixed material by tippers and laying with sensor paver finisher as per clause 505.3.5 to the required level and grade rolling by self propelled power rollers and vibratory rollers or pneumatic tyredroller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 505 & 112] with all leads. |
| 43 | Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500-16& 500-17for wearing course including loading of aggregate with Frontend loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and filler as per table500-9 with aggregates in hot mix plant More than 60-90 TPH Transporting the mix material with tipper and laying with sensor paver finisher(as per clause 507.3.5) to the required level , grades and rolling with vibratory compactor and pneumatic tyred roller 150-250 KN,TP=0.7 Mpa, to achieve the desired density (approved by the department) excluding cost of primer/tack coat (MoRTH Specification : Clause -507 & 112) with all lead. GradingII (13.20 mm nominal size) - Bitumen @ minimum 5.40% of mix & thickness 30-40 mm VG40 Grade. |
| 44 | Crane (a) 35 tonnes Lifting Purpose |
| 45 | Crane (a) 3 tonnes Lifting Purpose |
| 46 | Fuel / Diseal costs |
| 47 | Tractor |
| 48 | Dozer D- 50 -A 15 |
| 49 | Generator 33 Kva |
| 50 | Hire charges of Pumpset of capacity 4000 litres/hour. |
| 51 | Joint cutting Machine with 2-3 blades (for rigid pavement) |
| 52 | Mazdoor |
| 53 | Mazdoor (Skilled) |
| 54 | Providing stone slab covering over drains including filling of joints in cement sand mortar 1:3 with 35mm thick cement concrete flooring 1:2:4 mix complete with good finish with stone slab 60 to 75mm thick average. |
| 55 | S & F cement concrete pre cast Kerb or Dand up to 60 cm length over 20mm thick base of cement mortar1:4 including jointing earth work, pointing & jointing with cement mortar 1:4 of size Including cost of M- 20 Mix Dand/Kerb Complete (20x25cm) |
| 56 | Add GST @ 18% on BOQ amount of Rs. 37053450.00 as per FD Order date 23.03.26 and The CE PWD Rajasthan Order No. 21589477 Date 13.04.26 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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