Tender For Widening And Strengthening On Sh-90 - Kachras - Hirasani - Barnel - Kasari - Jayal - Farod - Tangla - Chawata - Role - Didiya - Bodwa - Adwar - Lunsara, Podham Km 0/0 To 80/0
Tender Value
44.03 Crore
Estimated cost
Bid Submission
02 Jun 2023
0 days left
EMD
88.06 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
nagaur → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Widening And Strengthening On Sh-90 - Kachras - Hirasani - Barnel - Kasari - Jayal - Farod - Tangla - Chawata - Role - Didiya - Bodwa - Adwar - Lunsara, Podham Km 0 / 0 To 80 / 0
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 18-Apr-2023 | Pre Bid Meeting | Other | 01-May-2023 |
| 2 | 27-Apr-2023 | Date Exchange | Date | 15-May-2023 |
| 3 | 02-May-2023 | Implement Letter | Other | 15-May-2023 |
| 4 | 05-May-2023 | Compliance of Circulars recently issued by the Department | Other | 15-May-2023 |
| 5 | 16-May-2023 | Date Exchange Revised | Date | 29-May-2023 |
| 6 | 26-May-2023 | Circular Show GST Separately From Cost | Other | 29-May-2023 |
| 7 | 29-May-2023 | Revised Date | Date | 02-Jun-2023 |
BOQ
| Sl. No. | Item Description |
| 1 | Part \"A\" Road work Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplingsand trees girth up to 300 mm, removal of stumps of trees cut earlierand disposal of unserviceable materials and stacking of serviceable material up to 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 light jungle |
| 2 | Scarifying, including picking up scarified material and stacking of old serviceable material with in a lead of 100 metres [MoRTH specification: Clause 501]. Top bituminous surface of surface dressing or premix carpet with all lift and lead upto 1000m for reusable materials. |
| 3 | Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material withina lead of 1000m. [MoRTH Specification clause 202] Concrete Cement concerte plain 1:2:4 mix and precast cement concerte blocks. |
| 4 | Earth work in excavation, including stacking/disposal of surplus material with all lifts and lead up to 50 meters, exclusive of compensation of earth [MoRTH specification : Clause 301 to 305] In Ordinary Soilmechanically by power shovel including mechanical loading and carriage upto 1 km by tipper/dumper |
| 5 | Add extra over Item No. 3.1 to 3.4 for earth work in embankement construction, side slopes etc. including compaction in 200 mm thick loose layers and dressing (MoRTH specification clause : 305.3.5) by manual means with all lead and lift but excluding watering and rolling. |
| 6 | Extra for watering the earth to bring the earth upto required O.M.C excluding rolling |
| 7 | Extra for rolling to specification with the use of vibratory roller when earth is at suitable moisture content with desired density excluding watering.Field density not less than 95% of maximum dry density (Modified Heavy Proctor test) |
| 8 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 _____do___________ with lead upto - 50mtr |
| 9 | Providing and laying granular sub-base material (From Natural Quarry)having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power rollerto required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured).as per MoRTH specifaction table 400-1,400-2: iii) Grading lll |
| 10 | Providing, laying, spreadingand compacting crushed gradedstone aggregate of as per table 400-12 and 400-13 to Wet Mix Macadam specificationincludingpremixing the material with water to OMC in mechnical mix plant as per approved design mix, carriage of mixed material by Tipper to site, laying inuniform layers with paver finisher in sub base / base course onawellprepared surface and compacting with vibratory roller to achieve the desired density including lighting, guarding,barricading andmaintanceof diversion etc. (MoRTH specification:Clause 406)bymechanicalmeanswith all lead |
| 11 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification CIause- 502,112 \"7.0-10.0 kg /10 Sqm |
| 12 | Providing and applying tack coat on the prepared surface, withbitumen 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 on surface treated with primer 2.50 to 3.0 kg/10 Sqm. |
| 13 | Providing and applying tack coat on the prepared surface, withbitumen 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 \"On existing BT surface 2.00 to 2 .50 kg /10sqm |
| 14 | Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate as per table 500 - 6, for base/binder course including loading of aggregates with F.E. loader and heating and mixing of stone aggregate and bitumen (including cost of antistripping compound wherever required) in hot mix plant, transporting the mixed material in tipper to paver and laying mixed material with sensor paver finisher to the requiredlevel and grade, rolling by power roller & vibratory compactor to achievethe desired density (as per job mix formula approved by the department )excluding cost of primer /tack coat [MoRTH Specification : Clause 504,112] with 3.30% bitumen with all lead. For grading-2 (layer thickness 50-75mm) \"b) with bitumen grade 60/70 (VG-30) |
| 15 | Providing andlayingopengraded premix carpet 20 mm thick (compacted) on prepared surface in a single course as wearing course, aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm. and aggregates in Hot Mix Plant (including cost of antistripping compound, wherever required),transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller 8 - 10 tonne but excluding cost of tack and seal coat with all lead for mix of material (MoRTH Specification : Clause 510,112) with all lead In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E loader. \"b) with bitumen grade 60/70 (VG-30) |
| 16 | Providing and applying premixed seal coat type \"B\" comprising of thin application of fine aggregate (0.06 Cum. per 10 Sqm) premix with 6.8 Kg. per 10 sqm bitumen binder (including cost of antistripping compound, wherever required)inmini hot mix plant 6-10 TPH and laying and rolling with power roller 8-10 tonne including all lead of mix material [MORTH Specification : Clause 511] with all lead \"b) with bitumen grade 60/70 (VG-30) |
| 17 | Supplying and fixing stone lintels/bed plates of approvedquarryroughdressedincement mortar 1:4 : Above 15 cm. thick. |
| 18 | Part \"B\" C.C. Pavement workConstruction 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 blending 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 at7 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 MoRTHspecification clause 601. |
| 19 | Construction of un-reinforced, dowel jointed, plain cement concrete pavementover a prepared sub-base with 43 grade cement , coarse and fine aggregate conforming to IS: 383 as per design mix, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrance, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, finishing to lines and grades as per drawing complete as per MoRTH specification clause 602.Design mix grade M30 |
| 20 | Part \"C\" Side Drain work Earth work in excavation for foundation of structurecompletewith all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. In ordinary soil Depth upto 3 metre Depth upto 3 metre |
| 21 | Providing and laying mechanically 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 as per MoRTH Specification : Clause 1000 & 1700 P.C.C. 1:3:6 mix with crushed stone aggregate 20 mm nominal size. |
| 22 | Providing and laying mechanically 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 as per MoRTH Specification : Clause 1000 & 1700 P.C.C. 1:4:8 mix with crushed stone aggregate 20 mm nominal size. |
| 23 | Providing and laying stone masonry work in cement mortar with mechanical mixer for foundation (any level) complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1400 Random rubble masonry \"In cement mortar 1:6 |
| 24 | Providing Cement plaster 20mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300 |
| 25 | Providing&fixingprecastcementconcretecoping1:2:4mix50mmthickcompleteas per specification : |
| 26 | Part \"D\" Road FurnitureS & F in position R.C.C.Stone (M-15) of standard IRC design including finishing in cement sand mortar 1:3, painting with enamal paint, printing letters and nmberals etc. complete (MORTH specification clause :800) |
| 27 | 5th km stone |
| 28 | Ordinary km stone for NH,SH |
| 29 | 200 Mts Stone |
| 30 | SupplyofMandatory / Regulatoryretroreflective sign boards 60 cm dia made out of 2.0mm thick aluminium sheet face to be fully covered by white/ blue high intensity grade retro reflective sheeting with Red/white symbol, cut out or screen printed back ground with epoxy paint, complete confirming to MoRTH specificationsCIause. 801 with angle iron post 65 x 65 x 6mm 3Mtr. long. |
| 31 | Supply of direction and place identification sign boards made out of 2mm thick MS sheet framed to angle iron 40 x 40 x 5mm and 2 vertical posts of angle iron 65 x 65 x 6mm, 4.60m long with hold fasts including excavation and fixing with CC 1:4:8 (30 x 30 x 60cm) and transportation with painting with superior grade enamel paint of approved quality including lettering and figuring etc. complete as per IRC standard size 160 x 180cm (project board) |
| 32 | Supply of Shevron sign of size 600x450 mm made out of aluminum sheet 2 mm thick both side with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8 mm dia, plate is covered by high intensity grade retro-reflective sheeting and black reflective arrow, complete in all respect |
| 33 | P& F Mukhya Mantri Sadak Yojana logo for roads funded by State road fund having M.S. Definition plate of 1.6mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 mix C.C. block 300x300x600 mm including lettering / writing and painting etc. complete in all respect |
| 34 | Supplying, hoisting and fixing in position overhead sign with a corrosion resistant 2mm thick aluminium alloy sheet with heigh intensity grade retro-reflective sheeting of encapsulated lens exclusive lettering, border and signs type with vertical and lateral clearance installed over a designed support system of aluminium alloy or galvonised steel trestles and trusses of sections and type as per structual design requirements and approved plans. As per MoRTH specifications : Clause 801 & 802. |
| 35 | Truss and vertical support |
| 36 | Aluminium ally plate fixed with heigh intensity grade sheeting |
| 37 | Installation of sign boards having the posts like mandantory, cautionary and informatory boards including excavation, fixing of posts in 300 mm dia. RCC hume pipe (IS marked) 1.20 m long, 75 cm embedded in ground, the in side of pipe shall be filled with cement concrete 1 : 4 : 8 with semi-circular hump at top, the pipe shall be painted white with enamel paint including transportation etc. complete. |
| 38 | For single post |
| 39 | For Doublepost |
| 40 | Construction of Speed Breaker of IRC standard having width of 3.70 M including cost of stone aggregate(50-25mm) size hire charges for roller for consolidation and compaction and other machines required for the work including cost of Bitumen |
| 41 | Providing and laying of hot applied thermo plastic compound inclusive of type-1 reflectorising glass beads as per table 800.9, 800.10 applied in uniform thickness of at least 2.5 mm and spread uniformlywith reflectorising glass beads type-2 in addition @ 250 gm/scm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4. |
| 42 | Supply of Cat\"s Eye made of aluminium alloy size 75 x 100 x 22 mm having 21 bi-convex lenses embedded in circular disk of ABS plastic on each side. |
| 43 | Fixing of traffic signes Fixing of cat\"s eyes on road surface/walls includingtransportation,excavationetc. complete. |
| 44 | Part \"E\" C.D.WorkEarth work in excavation for foundation of structurecompletewith all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. In ordinary soil Depth upto 3 metre |
| 45 | Providing and laying mechanically 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 as per MoRTH Specification : Clause 1000 & 1700 P.C.C. 1:3:6 mix with crushed stone aggregate 20 mm nominal size. |
| 46 | Providing and laying stone masonry work in cement mortar with mechanical mixer for foundation (any level) complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1400 Random rubble masonry \"In cement mortar 1:6 |
| 47 | Providing Cement plaster 20mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300 |
| 48 | Providing&fixingprecastcementconcretecoping1:2:4mix50mmthickcompleteas per specification : |
| 49 | Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 |
| 50 | NP - 3, 300 mm dia (For Utility Pipe) |
| 51 | NP - 3, 600 mm dia (For Utility Pipe) |
| 52 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for \"AA\" class loading as per IRC specifications including to effect of impact, EQ etc. complete on form base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures construction of drain for diversion of flowing water cost of design of RCC Precast Box and its proof checking from IIT/MNIT Jaipur complete in all respect as per specifications |
| 53 | Size 1.00 M x 1.00 M |
| 54 | Size 0.60 M x 0.60 M |
| 55 | Providing and fixing of reinforced ferro-cement drain cover designedduly marked on cover with adequate steel reinforce- ment having thickness 75mm to 150 mm, anti-corrosive bitumen painted M.S. plate, rim and on M.S. lifting hooks, admixture like plastisizer bond-improving compound, shrinkage resistant compound, abrasion resistant complete as per approved design etc. --do--class \"AA\" loading1000 x 800 mm (150 mm thick) |
AI Tender Summary
Tender Timeline
May 29, 2023
11:30 IST
Tender Published
Tender notice published.
Completed
May 01, 2023
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
May 15, 2023
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
May 15, 2023
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Completed
May 15, 2023
18:00 IST
Corrigendum-4 Issued
Clarifications on tender conditions and amendments issued.
Completed
May 29, 2023
18:00 IST
Corrigendum-5 Issued
Clarifications on tender conditions and amendments issued.
Completed
May 29, 2023
18:00 IST
Corrigendum-6 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jun 02, 2023
18:00 IST
Corrigendum-7 Issued
Clarifications on tender conditions and amendments issued.
CompletedJun 02, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 05, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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