Repair And Rehabilitation Of Non Patchable Roads Under Pkg. No. Rj-06-07 / 5054 / Ridfxxvii / Reh / 2021-22 In Division Bayana Distt. Bharatpur
Tender Value
1.64 Crore
Estimated cost
Bid Submission
06 Dec 2021
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bayana → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Repair And Rehabilitation Of Non Patchable Roads Under Pkg. No. Rj-06-07 / 5054 / Ridfxxvii / Reh / 2021-22 In Division Bayana Distt. Bharatpur
BOQ
| Sl. No. | Item Description |
| 1 | Item Description |
| 2 | Clearing and grubbing road land including uprooting rank vegetation, grass, bush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable material and stacking of serviceable material upto 1000 m from road boundry as per MoRTH Specification : 201 By Mechanical Means In area of light jungle |
| 3 | A/R to Khadraya Road Km. 0/0 to 1/600 |
| 4 | Bhusawar to Deevli Road Km. 0/0 to 4/0 |
| 5 | Suahans to Ajronda Road Km. 0/0 to 1/800 |
| 6 | DhadrainTo Itkheda Km 3/0 To 7/0. |
| 7 | A/R To Jaspura Moroli Km 0/0 To 3/0. |
| 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 as per Technical Specification Clause 301.5_____do___________ with lead upto - 50mtr |
| 9 | A/R to Khadraya Road Km. 0/0 to 1/600 |
| 10 | Bhusawar to Deevli Road Km. 0/0 to 4/0 |
| 11 | Suahans to Ajronda Road Km. 0/0 to 1/800 |
| 12 | DhadrainTo Itkheda Km 3/0 To 7/0. |
| 13 | A/R To Jaspura Moroli Km 0/0 To 3/0. |
| 14 | 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 as per Technical Specification Clause 301.5_____do___________ with lead upto - 50mtr |
| 15 | DhadrainTo Itkheda Km 3/0 To 7/0. |
| 16 | A/R To Jaspura Moroli Km 0/0 To 3/0. |
| 17 | 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. |
| 18 | A/R to Khadraya Road Km. 0/0 to 1/600 |
| 19 | Bhusawar to Deevli Road Km. 0/0 to 4/0 |
| 20 | Suahans to Ajronda Road Km. 0/0 to 1/800 |
| 21 | Providing and laying granular sub-base material having P.I.not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to 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). Grading as per MoRTH specification : Grading as per MoRTH specification : Table 400-1,400-2 with CBR value not less than 30. To achieve 95% Proctor density |
| 22 | A/R to Khadraya Road Km. 0/0 to 1/600 |
| 23 | Bhusawar to Deevli Road Km. 0/0 to 4/0 |
| 24 | Suahans to Ajronda Road Km. 0/0 to 1/800 |
| 25 | DhadrainTo Itkheda Km 3/0 To 7/0. |
| 26 | A/R To Jaspura Moroli Km 0/0 To 3/0. |
| 27 | Providing, laying, spreading and compacting specified graded sand, gravel as per Table 400-1,400-2 or any other coarse material as per design mix, as per CBR in sub base course including premixing the material at OMC in mechanical mixer(Pug mill), carriage of mixed material spreading in uniform layers with motor grader, F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labour, machinery, lighting, guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401] by mechanical means with all lead. |
| 28 | Suahans to Ajronda Road Km. 0/0 to 1/800 |
| 29 | Providing, laying, spreadingand compactingstone aggregate of specific size as per table400-6 &400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Stone screeningto fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthenbund toprotect edegs,lighting, guarding,barricading and maintenance of diversion etc. [MoRTH specification:Clause 404] (bymanualmeans) with all leads (compacted thickness as specified to be measured) Grading no.2 (63-45mm) crusher broken |
| 30 | A/R to Khadraya Road Km. 0/0 to 1/600 |
| 31 | Bhusawar to Deevli Road Km. 0/0 to 4/0 |
| 32 | Suahans to Ajronda Road Km. 0/0 to 1/800 |
| 33 | Providing, laying, spreadingand compactingstone aggregate of specific size as per table400-6 &400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Stone screeningto fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthenbund toprotect edegs,lighting, guarding,barricading and maintenance of diversion etc. [MoRTH specification:Clause 404] (bymanualmeans) with all leads (compacted thickness as specified to be measured) Grading no.3 (53-22.4 mm) crusher broken |
| 34 | DhadrainTo Itkheda Km 3/0 To 7/0. |
| 35 | A/R To Jaspura Moroli Km 0/0 To 3/0. |
| 36 | Providing, laying, spreadingand compactingstone aggregate of specific size as per table400-6 &400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Stone screeningto fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthenbund toprotect edegs,lighting, guarding,barricading and maintenance of diversion etc. [MoRTH specification:Clause 404] (bymanualmeans) with all leads (compacted thickness as specified to be measured) Grading no.3 (53-22.4 mm) crusher broken |
| 37 | A/R to Khadraya Road Km. 0/0 to 1/600 |
| 38 | Bhusawar to Deevli Road Km. 0/0 to 4/0 |
| 39 | Suahans to Ajronda Road Km. 0/0 to 1/800 |
| 40 | Construction of un-reinforced, without dowel bar, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 M30 (Grade), Coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholves, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days,using curing compound and water finishing to lines and grade as per drawing and MoRD specification clause 1501 including vaccum dewatering process with all required equipments. cement concrete M 30 grade |
| 41 | A/R to Khadraya Road Km. 0/0 to 1/600 |
| 42 | Bhusawar to Deevli Road Km. 0/0 to 4/0 |
| 43 | Suahans to Ajronda Road Km. 0/0 to 1/800 |
| 44 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 7.5 kg /10 sqm 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 |
| 45 | A/R to Khadraya Road Km. 0/0 to 1/600 |
| 46 | Bhusawar to Deevli Road Km. 0/0 to 4/0 |
| 47 | Suahans to Ajronda Road Km. 0/0 to 1/800 |
| 48 | DhadrainTo Itkheda Km 3/0 To 7/0. |
| 49 | A/R To Jaspura Moroli Km 0/0 To 3/0. |
| 50 | Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2.75 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 |
| 51 | A/R to Khadraya Road Km. 0/0 to 1/600 |
| 52 | Bhusawar to Deevli Road Km. 0/0 to 4/0 |
| 53 | Suahans to Ajronda Road Km. 0/0 to 1/800 |
| 54 | DhadrainTo Itkheda Km 3/0 To 7/0. |
| 55 | A/R To Jaspura Moroli Km 0/0 To 3/0. |
| 56 | 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 lead for mix of material 1 km. (MoRTH Specification : Clause 511,112) with all lead In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E loader. with bitumen grade 60/70. Add extra for adding shreaded plastic waste as per Guidelines envisaged in IRC: SP: 98-2013 over item of open graded premix carpet @ 8% of thequantity of Bitumen by weight including mixing of aggregate and plastic waste in hot mix plant (the bitumen content will be as per respective clause of MoRTH Speficiations.) |
| 57 | A/R to Khadraya Road Km. 0/0 to 1/600 |
| 58 | Bhusawar to Deevli Road Km. 0/0 to 4/0 |
| 59 | Suahans to Ajronda Road Km. 0/0 to 1/800 |
| 60 | DhadrainTo Itkheda Km 3/0 To 7/0. |
| 61 | A/R To Jaspura Moroli Km 0/0 To 3/0. |
| 62 | 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 513] with all lead with bitumen grade 60/70 |
| 63 | A/R to Khadraya Road Km. 0/0 to 1/600 |
| 64 | Bhusawar to Deevli Road Km. 0/0 to 4/0 |
| 65 | Suahans to Ajronda Road Km. 0/0 to 1/800 |
| 66 | DhadrainTo Itkheda Km 3/0 To 7/0. |
| 67 | A/R To Jaspura Moroli Km 0/0 To 3/0. |
| 68 | Providing and laying of hot applied thermo plastic compound inclusive of type-1 reflectorising glass beads as per table 800.3, 800.4 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. |
| 69 | A/R to Khadraya Road Km. 0/0 to 1/600 |
| 70 | Bhusawar to Deevli Road Km. 0/0 to 4/0 |
| 71 | Suahans to Ajronda Road Km. 0/0 to 1/800 |
| 72 | S & F in position precast R.C.C. stone (M-15 mix) of standard IRC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete (MoRTH specifications clause : 800)(a) Ordinary Kilometer Stone |
| 73 | A/R to Khadraya Road Km. 0/0 to 1/600 |
| 74 | Bhusawar to Deevli Road Km. 0/0 to 4/0 |
| 75 | Suahans to Ajronda Road Km. 0/0 to 1/800 |
| 76 | DhadrainTo Itkheda Km 3/0 To 7/0. |
| 77 | A/R To Jaspura Moroli Km 0/0 To 3/0. |
| 78 | S & F in position precast R.C.C. stone (M-15 mix) of standard IRC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete (MoRTH specifications clause : 800)200 m stone |
| 79 | A/R to Khadraya Road Km. 0/0 to 1/600 |
| 80 | Bhusawar to Deevli Road Km. 0/0 to 4/0 |
| 81 | Suahans to Ajronda Road Km. 0/0 to 1/800 |
| 82 | DhadrainTo Itkheda Km 3/0 To 7/0. |
| 83 | A/R To Jaspura Moroli Km 0/0 To 3/0. |
| 84 | Supply of Hazard marker made out of 2 mm thick M.S. sheet size 300 x 300 x 3 mm framed with angle iron 25 x 25 x 3 mm and fixed on channel posts 75 x 40 x 6 mm and hold fast at bottom whole body is painted in white stoving enamel and 6 Nos, 5 cm dia. reflective sheet on white reflective back ground with additional boarder of 1.25 cm all around it. |
| 85 | A/R to Khadraya Road Km. 0/0 to 1/600 |
| 86 | Bhusawar to Deevli Road Km. 0/0 to 4/0 |
| 87 | Suahans to Ajronda Road Km. 0/0 to 1/800 |
| 88 | 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 |
| 89 | A/R to Khadraya Road Km. 0/0 to 1/600 |
| 90 | Bhusawar to Deevli Road Km. 0/0 to 4/0 |
| 91 | Suahans to Ajronda Road Km. 0/0 to 1/800 |
| 92 | DhadrainTo Itkheda Km 3/0 To 7/0. |
| 93 | A/R To Jaspura Moroli Km 0/0 To 3/0. |
| 94 | Supply of direction and place identification sign boards made out of 2mm thick sheet framed to angle iron 40 x 40 x 5 mm and two vertical posts of angle size 65 x 65 x 6 mm, 3 m long with hold fasts, stove enamelled paint and reflective letters,numerals,symbols etc. complete of size : 1200 x 750 mm |
| 95 | A/R to Khadraya Road Km. 0/0 to 1/600 |
| 96 | Bhusawar to Deevli Road Km. 0/0 to 4/0 |
| 97 | Suahans to Ajronda Road Km. 0/0 to 1/800 |
| 98 | DhadrainTo Itkheda Km 3/0 To 7/0. |
| 99 | A/R To Jaspura Moroli Km 0/0 To 3/0. |
| 100 | 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. 300 mm dia. |
| 101 | A/R to Khadraya Road Km. 0/0 to 1/600 |
| 102 | Bhusawar to Deevli Road Km. 0/0 to 4/0 |
| 103 | Suahans to Ajronda Road Km. 0/0 to 1/800 |
| 104 | DhadrainTo Itkheda Km 3/0 To 7/0. |
| 105 | A/R To Jaspura Moroli Km 0/0 To 3/0. |
| 106 | Construction of Pedestal of size 5.50\" x 5.50\" x 1.25\" in stone masonary in CM 1:6 as per design and drawing complete with 25 mm thick plaster in CM 1:4 plaster and weather coat paint |
| 107 | A/R to Khadraya Road Km. 0/0 to 1/600 |
| 108 | Bhusawar to Deevli Road Km. 0/0 to 4/0 |
| 109 | Suahans to Ajronda Road Km. 0/0 to 1/800 |
| 110 | DhadrainTo Itkheda Km 3/0 To 7/0. |
| 111 | A/R To Jaspura Moroli Km 0/0 To 3/0. |
| 112 | Supply & Fixing of one side polished Black granite stone 20 mm thick of size 3\" x 2\" with engraved and gold colour painted letter ( upto 200 letter) & border as per direction of engineer in charge on existing pedestals including transportation |
| 113 | A/R to Khadraya Road Km. 0/0 to 1/600 |
| 114 | Bhusawar to Deevli Road Km. 0/0 to 4/0 |
| 115 | Suahans to Ajronda Road Km. 0/0 to 1/800 |
| 116 | DhadrainTo Itkheda Km 3/0 To 7/0. |
| 117 | A/R To Jaspura Moroli Km 0/0 To 3/0. |
| 118 | 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 Hard Soil.Depth upto 3.0m |
| 119 | DhadrainTo Itkheda Km 3/0 To 7/0. |
| 120 | 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 stone aggragate 40 mm hand broken. |
| 121 | DhadrainTo Itkheda Km 3/0 To 7/0. |
| 122 | Stone masonry work in cement mortarwith 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 In CM 1:4. |
| 123 | DhadrainTo Itkheda Km 3/0 To 7/0. |
| 124 | Providing Cement pointing 1:2 flush or ruledRaised and cut pointing on stone work in CM 1:2 (1 cement : 2 sand). |
| 125 | DhadrainTo Itkheda Km 3/0 To 7/0. |
| 126 | Providing and laying cement concrete coping 1:2:4 mix, complete as per specifications |
| 127 | DhadrainTo Itkheda Km 3/0 To 7/0. |
| 128 | Construction of un-reinforced, without dowel bar, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 M30 (Grade), Coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholves, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, using curing compound and water finishing to lines and grade as per drawing and MoRD specification clause 1501 including vaccum dewatering process with all required equipments.Cement concrete M-25 grade. |
| 129 | DhadrainTo Itkheda Km 3/0 To 7/0. |
| 130 | A/R To Jaspura Moroli Km 0/0 To 3/0. |
AI Tender Summary
Tender Timeline
Nov 25, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedDec 06, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 07, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender