Tender For Widening And Strengthening Of Sanchore-Bakhasar Via Bhawatda Km.0/500 To 11/0 And 17/0 To 20/0 (Job.No.Crif/1108/Rj/2023-24)
Tender Value
17.70 Crore
Estimated cost
Bid Submission
30 Aug 2024
0 days left
EMD
30 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
sanchore → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Widening And Strengthening Of Sanchore-Bakhasar Via Bhawatda Km.0/500 To 11/0 And 17/0 To 20/0 (Job.No.Crif/1108/Rj/2023-24)
BOQ
| Sl. No. | Item Description |
| 1 | (a)SITE CLEARANCE :- Clearing and grubbing road landincluding uprooting rank vegetation, grass, bushes, shrubs, saplingsand trees girth upto 300 mm, removal of stumps of trees cut earlierand disposal of unserviceable materials and stacking of serviceable material upto a lead of 1000m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per MORTH specification clause 201 By mechanical Means .In area of thorny jungle |
| 2 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per MORTH specification clause 202.By Mechanical Means :Bituminous courses |
| 3 | (b) Earthwork:- Earth work in excavation, including stacking/disposal of surplus material with all lifts and lead upto 495 metres, exclusive of compensation of earth [MoRTH specification : Clause 301 to 305] InWhen excavation and loading is done mechanically using Bull Dozar, F.E.Loader and carriage is done by tipper/dumper (6T capacity). |
| 4 | Earth work in excavation, including stacking/disposal of surplus material with all lifts and lead upto 495 metres, exclusive of compensation of earth [MoRTH specification : Clause 301 to 305] In OrdinaryIn ordinary Soil Mechanically by power shovel, including mechanical loading and carriageby tipper/dumper (6T capacity) |
| 5 | Compensation for earth, taken from private land with all lead and lift (Land to be arranged by private negotiations by the contractor) [MoRTH Specification : Clause 301to 305]. /3.5 |
| 6 | Extra for laying earth as per specification for compaction in 200 mm thick loose layers and dressing [MoRTH Specification Clause 305.3.5].BY MECHANICAL MEANS, using Motor Grader, from earth in stock piles with all lead and lift but excluding rolling and watering. |
| 7 | Extra for watering the earth to bring the earth upto required O.M.C excluding rolling |
| 8 | Extra for rolling to specification with the use of Vibratory roller when earth is at suitable moisture content with desired field density not less than 100% of maximum dry density (Modify Heavy Proctor test).excluding watering. |
| 9 | Extra for rolling to specification with the use of Vibratory roller when earth is at suitable moisture content with desired field density not less than 95% of maximum dry density (Modify Heavy Proctor test).excluding watering. |
| 10 | (c) GRANULAR SUB BASE ( GSB ) Providing laying, spreading and compacting specified graded crushed stone in sub-base course including premixing the material at OMC in mechanical mixer (Pug mill), carriage of mixed material, laying in uniform layers with motor grader, F.E.loader on a prepared surface and compacting with vibratory compactorto achieve the desired density including all material, labour, mach-nery, lighting barricading and maintenance of diversion complete Grade III .[MoRTH specification Clause 401]. |
| 11 | Extra rate for carriage of mixed material additional lead from :- 6.75KM |
| 12 | Providing, laying, spreadingand compactingstone aggregate of as per table 400-10 and 400-11Wet Mix Macadam specification including premixing the material with water to OMC inwet mix plant as per approved design mix, carriage of mixed material by Tipper to site laying in uniform layers with motor grader/F.E.Loader/paver finisher, in sub base/ base course on a well prepared under base and compacting with vibrotry roller to achieve the desired density including lighting, guarding, barricading and maintance of diversion etc. (MoRTH specification : Clause 406) by mechanical mean with lead up to 1 Km. |
| 13 | Extra rate for carriage of mixed material additional lead from :- 6.75KM |
| 14 | Providing laying, spreading and compacting specified graded crushed stone in sub-base course including premixing the material at OMC in mechanical mixer (Pug mill), carriage of mixed material, laying in uniform layers with motor grader, F.E.loader on a prepared surface and compacting with vibratory compactorto achieve the desired density including all material, labour, mach-nery, lighting barricading and maintenance of diversion complete Grade III .[MoRTH specification Clause 401]. |
| 15 | Extra rate for carriage of mixed material additional lead from :- 6.75KM |
| 16 | (d) BT Work :- Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 8.50 kg /10 sqm with a self propelled of towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MORTH specification CI 502,112 ( Including cleaning of road surface ) |
| 17 | Providing and applying tack coat on the prepared surface ,withbitumen emulsion as per IS : 8887 & manufacturer’s specifications @ 2.50 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 CI.503,112 ( Including cleaning of Road Surface ) |
| 18 | Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 510 and design mix for base/binder course including loading of material with F.E loader heating of binderaggregate and filler in approved hot mix plant as per clause 6.5 of manual transporting the mixed material by tippers and laying with sansor paver finisher as per clause 507.3.5 to the required level and grade rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 507,112] Grading II (19 mm nominal size) - Bitumen @ minimum 4.5 % of mix (VG-30 grade) & thickness 50 - 75 mm |
| 19 | Extra rate for carriage of mixed material additional lead from :- 5.75km |
| 20 | Providing and laying bituminous concrete as per design mix on preparedsurface with specified graded stone as per table 500-18 for wearing course including loading of aggregate with F.E loader and hot mixing of binderand 2% cement filler with aggregates in approved hot mix plant as per clause 6.5 of manual Transporting the mix material with tipper to paver and laying with sensor paver finisher (as per clouse 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 -509,112) Grade-II Bitumen @ minimum 6.00 % of mix with lead up to 1 KM VG-30 grade |
| 21 | Extra rate for carriage of mixed material additional lead from :-6.75 km |
| 22 | (e) CC pavementProviding laying, spreading and compacting specified graded crushed stone in sub-base course including premixing the material at OMC in wet mix plant, carriage of mixed material, laying in uniform layers with motor grader, F.E.loader on a prepared surface and compacting with vibratory compactorto achieve the desired density including all material, labour, mach-nery, lighting barricading and maintenance of diversion complete.[MoRTH specification Clause 401] includiong 1 Km lead a) For Grading I Material |
| 23 | Extra rate for carriage of mixed material additional lead from :-6.75 KM |
| 24 | Construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size ofcoarse aggregate not exceeding 25 mm , aggregate cement ratio not to exceed 15:1 , aggregate gradation after blening to be as per Table 600-1, cement content not to be less than 150 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant as per mix design, transported to site, laid with a hydrostatic paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing complete as per MoRTH specification clause 601. |
| 25 | Providing and laying controlled cement concrete for cement concrete pavements including mixing and vibrations concrete with necessary needle vibrators and surface with screed board vibrating complete in all respect with 20/25 mm stone aggregate (crusher broken) including anti-skid textured finish to required camber/ superelevation and grade including curing etc. as per specification .with cement concrete M-40 grade |
| 26 | (f) CD Works :- Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc.including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 metres, as per drawing and technical specfication.[MoRTH Specification : Clause : 304] In ordinary Soil [MoRTH Specification : Clause : 301] |
| 27 | Providing and laying mechnically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level.[MoRTH Specification : Clause 1000/1700]Cement concrete 1:4:8 mix withstone aggregate 40 mm hand broken aggregate. |
| 28 | Providing and laying Random Rubble masonry in foundation upto a depth of 1.50 metres and 1.50 metres above Ground /Bed level.[MoRTH Specfication: Clause 1000/1400] Cement sand mortar 1:6 |
| 29 | Providing Cement pointing 1:2 deep variety (cut or weather) on brick, stone and tile work at all levels.[MoRTH Specfication : Clause 1000/1300] |
| 30 | Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications MoRTH Section 1500,1700, 2200.PCC Grade M-20Height upto 5.00m. |
| 31 | Providing and laying reinforced cement concrete pipes N.P.4 for culverts including jointing ends and fixing collar with cement mortar 1:2 [MoRTH Specfication : Clause : 1000/2900] 1000 mm dia |
| 32 | Providing and laying reinforced cement concrete pipes N.P.4 for culverts including jointing ends and fixing collar with cement mortar 1:2 [MoRTH Specfication : Clause : 1000/2900] 300 mm dia |
| 33 | Providing and laying Reinforced cement concrete M20 mix with stone agg-regate 20mm nominal size mechnically mixed and vibrated for bedplates excluding steel reinforcement but including centering andshuttering, laid in positon .[MoRTH Specification : Clause 1000/700] Parapet Pillars |
| 34 | Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels [MoRTH Specfication: Clause:1000/1300] |
| 35 | (g) PROTCTION WALL Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc.including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 metres, as per drawing and technical specfication.[MoRTH Specification : Clause : 304] In ordinary Soil [MoRTH Specification : Clause : 301] |
| 36 | Providing and laying mechnically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level.[MoRTH Specification : Clause 1000/1700]Cement concrete 1:4:8 mix withstone aggregate 40 mm hand broken aggregate. |
| 37 | Providing and laying Random Rubble masonry in foundation upto a depth of 1.50 metres and 1.50 metres above Ground /Bed level.[MoRTH Specfication: Clause 1000/1400] Cement sand mortar 1:6 |
| 38 | Providing and laying Reinforced cement concrete M20 mix with stone agg-regate 20mm nominal size mechnically mixed and vibrated for bedplates excluding steel reinforcement but including centering andshuttering, laid in positon .[MoRTH Specification : Clause 1000/700] Parapet Pillars |
| 39 | Providing Cement pointing 1:2 deep variety (cut or weather) on brick, stone and tile work at all levels.[MoRTH Specfication : Clause 1000/1300] |
| 40 | Painting two coats after filling the surface with synthetic enamel paint in all shades on plastered concrete surfaces as per MORTH specifications Cl. 803.a) New Surface |
| 41 | Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels [MoRTH Specfication: Clause:1000/1300] |
| 42 | Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications MoRTH Section 1500,1700, 2200.PCC Grade M-20Height upto 5.00m. 50 mm thick |
| 43 | (h) ROAD FURNITURE Providing and erecting direction and place identification retro - reflectorised sign as per IRC:67 made of high intensity grade sheeting exclusive of lettering, border & signs fixed over aluminium sheeting, 2 mm thick fixed on a mild steel angle iron frame 50mmx50mmx6mm supported on mild steel angle iron post 75 x 75 x 6 mm upto the top of sign board, length of post from bottom of sign boardis 2.85 m. upto foundation level post duly painted in black and white synthetic enamelalternate ship 30cm. wide fixed to the ground by means properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60 Cm , 60 Cm below ground level as per approved drawing & as per MORTH specifications clause 801. Double angle post.90 cm. X 60 cm |
| 44 | 180 cm. X 120 cm. |
| 45 | Supply & fixing of precast reinforced cement concrete M-15 grade kilometre stone of standard design as per IRC: 8-1980, fixing in position in cement concrete 1:4:8 including painting and printing etc.5th Kilometre Stone |
| 46 | Ordinary km stone for MDR |
| 47 | 200 m stone (precast) |
| 48 | Providing and fixing of retro- reflectorised inclusive cautionary, mandatory and informatory sign as per IRC-67 made of high intensity grade sheeting lettering, border & signs fixed over aluminium sheeting, 1.5 mm thick, fixed on mild steel angle iron frame 50mmx50mmx6mm supported on a mild steel angle iron post 75mmx75mmx6mm upto the top of sign board, length of post from bottom of sign boardis 2.85m. upto foundation level post duly paintedin black & white synthetic enamel.fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 Cm x 45 Cm x 60Cm, 60 cm below ground level as per approved drawing & as per MORTH specification Cl. 801. 90 Cm equilateral triangle |
| 49 | Supply & fixing Retro-Reflectorised route marker sign boards as per IRC-67 made of high intensity gradesheeting vide clause 801.3 fixed over aluminium sheeting 1.5mm thick supported on mild steel angleiron post 75mmx75mmx6mm, 3.65 m. long and fixed on 50x50x6mm angle iron frame with defination plate of 30cm. x 25 cm.firmly fixed to the groundby means of properlydesigned foundation with M-15 gradecement concrete 45cm.x45cm.x60 cm., 60cm. below ground level as per approved drawing. |
| 50 | Providing overhead signs with a corrosion resistant 2 mm thick aluminium alloy sheet with high intensity grade retro- reflective sheeting of encapsulated lens exclusive lettering, border & signs type with vertical and lateral clearance installed over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans as per MORTH specifications clause 802.2, 802.3 & 802.7.Truss and Vertical support |
| 51 | Aluminium Alloy plate for over head sign |
| 52 | Supply & fixing of Shevronsign of size 600x450mm made out of alluminium sheet 2mm thick with fixing provision onM.S. angleiron post50x50x6mm, 3M. long screwed with stainless steel nut bolts of 8 M. dia, plate is covered byhigh intensity graderetro-reflectivesheeting & black reflective arrows, complete in all respect. |
| 53 | Providing and laying of hot applied thermoplastic compound inclusive type I reflectrosing glass beads as per table 800-3, 800-4 applied in uniform thickness of at least 2.5 mm and spread uniformly with reflectorising glass beads type II in addition @ 250 gms per Sqm with a road marking machine as per IRC: 35 complete with traffic diversion arrangement as per MORTH specification clause 803.4. |
| 54 | Supply & fixing of \"L\" type Bollard made out of 1.25mm thick M.S sheet, height 134 cm. welded in circular typering section havingupper dia 15 cm. and lower dia 21 cm. with another attachment of 15cm. X 15cm.circular section with15 cm. face plateand hold fast at bottom , whole body isprecessedin white stoving enamel and red reflective 3 hands, each of 7.5 cm. end onereflective sheetof 15 cm. diaprovided to it, complete in all respect. |
| 55 | Supplying and fixing delineator with 30cm. outer dia RCC hume pipe NP-2 (as per IS 458-1971) pipe 1.0m. Long, 40cm. embedded in cement concrete 1:4:8. block of size 50cm.x50cm.x40cm. including excavation upto 40 cm. depth. The inside of pipe shall be filled with cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 coarse aggregate with nominal size aggregate 20mm size)top with semi circular humping. The pipes shall be painted white/black with enamel paintwith white round reflector7.5 cm. dia at top on sidefacing the traffic and opposite side ( as per IRC-79 ). |
| 56 | Raised Pavment Marker ( Cats Eyes): Supplyingand Fixing of Molded Shank Raised Pavement Markers made of polycarbonate and ABS moulded body and 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 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. The contractor shall submit 2 years pre qualified warranty certificate from the manufacturer for satisfactory field performance during the time of bid submission |
| 57 | Providing and erecting a \"Thrie\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 Cm above road/ ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre- to- centre, 2 m high with 1.15 m below ground level , all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS: 1367 and IS: 1364 , metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm , 546 mm long complete as per Clause 810. |
| 58 | Supply & planting of shady plants (Neem, Peepal, Goolar, Jamun, Imli or other specified) along road side including the following activities : 1) Preparation of soil including cleaning & removing of unwanted shurbs removal of stones & garbage 2) Supply of plant at site of two years of age & height more than 1.50 mtr. 3) Supply of dry manure (Farm yard manure organic) 4) Supply of insecticides 5) Digging of pits size 60x60x60 cms. Including removal of stones, Manuring application of insecticides & watering at least 15 litre per plant after planting6) Half brick circular tree guard in second class bricks, internal dia 1.25 meter and height1.20 meter above ground and 0.20 meter below ground, bottom two courses laid dry and top three courses in cement mortar 1:6 (1 cement : 6 sand) and the intermediate courses being in dry honey comb masonry, as per design complete. 7) Watering to Plants.8) Maintenance of Plants by the contractor including of pits/bids preparation of Thavala Hoeing weeding etc. & application of intersecticides etc. & security. If the plant die during maintenance contractor has to replace same height plant at his own cost. |
| 59 | (I)(ROAD SAFETY) Earth work in excavation, including stacking/disposal of surplus material with all lifts and lead upto 495 metres, exclusive of compensation of earth [MoRTH specification : Clause 301 to 305] In Ordinary SoilMechanically by power shovel, including mechanical loading and carriageby tipper/dumper (6T capacity) |
| 60 | Providing laying, spreading and compacting specified graded crushed stone in sub-base course including premixing the material at OMC in mechanical mixer (Pug mill), carriage of mixed material, laying in uniform layers with motor grader, F.E.loader on a prepared surface and compacting with vibratory compactorto achieve the desired density including all material, labour, mach-nery, lighting barricading and maintenance of diversion complete.[MoRTH specification Clause 401]. |
| 61 | Extra rate for carriage of mixed material additional lead from :- 6.75KM5.75*6.01)+(0*5.27) |
| 62 | Providing, laying, spreadingand compactingstone aggregate of as per table 400-10 and 400-11Wet Mix Macadam specification including premixing the material with water to OMC inwet mix plant as per approved design mix, carriage of mixed material by Tipper to site laying in uniform layers with motor grader/F.E.Loader/paver finisher, in sub base/ base course on a well prepared under base and compacting with vibrotry roller to achieve the desired density including lighting, guarding, barricading and maintance of diversion etc. (MoRTH specification : Clause 406) by mechanical mean with lead up to 1 Km. |
| 63 | Extra rate for carriage of mixed material additional lead from :- 6.75KM |
| 64 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @6.0kg /10 sqm with a self propelled of towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MORTH specification CI 502,112 ( Including cleaning of road surface ) |
| 65 | Add extra to item No. 6.1 for additional 0.1 Kg per Sqm emulsion |
| 66 | Providing and applying tack coat on the prepared surface ,withbitumen emulsion 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 CI.503,112 ( Including cleaning of Road Surface ) |
| 67 | Add extra to item No. 6.2 for additional 0.1Kg per Sqm emulsion |
| 68 | Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 510 and design mix for base/binder course including loading of material with F.E loader heating of binderaggregate and filler in approved hot mix plant as per clause 6.5 of manual transporting the mixed material by tippers and laying with sansor paver finisher as per clause 507.3.5 to the required level and grade rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 507,112] Grading II (19 mm nominal size) - Bitumen @ minimum 4.5 % of mix (VG-30 grade) & thickness 50 - 75 mm |
| 69 | Extra rate for carriage of mixed material additional lead from :- |
| 70 | Providing and laying bituminous concrete as per design mix on preparedsurface with specified graded stone as per table 500-18 for wearing course including loading of aggregate with F.E loader and hot mixing of binderand 2% cement filler with aggregates in approved hot mix plant as per clause 6.5 of manual Transporting the mix material with tipper to paver and laying with sensor paver finisher (as per clouse 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 -509,112) Grade-II Bitumen @ minimum 6.00 % of mix with lead up to 1 KM VG-30 grade |
| 71 | Extra rate for carriage of mixed material additional lead from :- |
AI Tender Summary
Tender Timeline
Aug 07, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedAug 30, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 30, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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