Renewal Works Against Financial Incentive Under Pmgsy 2021-22 In District Karauli Under Package No. Rj-22-Fi-017 / 2021-22 Renewal Works Against Financial Incentive Under Pmgsy 2021-22 In District Karauli Under Package No. Rj-22-Fi-017 / 2021-22
Tender Value
Ref. Documents
Estimated cost
Bid Submission
18 Oct 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
Sapotra → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Renewal Works Against Financial Incentive Under Pmgsy 2021-22 In District Karauli Under Package No. Rj-22-Fi-017 / 2021-22 Renewal Works Against Financial Incentive Under Pmgsy 2021-22 In District Karauli Under Package No. Rj-22-Fi-017 / 2021-22
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Specification Clause 201. By Mechanical Means, In area of non-thorny jungle |
| 2 | A/R to Nishana |
| 3 | A/R to Khedla |
| 4 | A/R to Amera Ki Guwari |
| 5 | A/R to Gurjar Bhawali |
| 6 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per MoRD Specification Clause 303.1. |
| 7 | A/R to Nishana |
| 8 | A/R to Khedla |
| 9 | A/R to Amera Ki Guwari |
| 10 | A/R to Gurjar Bhawali |
| 11 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRD Specification Clause 401. By Mix in Place Method, For Grading IIIMaterial |
| 12 | A/R to Nishana |
| 13 | A/R to Khedla |
| 14 | A/R to Amera Ki Guwari |
| 15 | A/R to Gurjar Bhawali |
| 16 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per MoRD Specification Clause 405. Using Crusher Broken Aggregate. By Manual Means |
| 17 | A/R to Nishana |
| 18 | A/R to Khedla |
| 19 | A/R to Amera Ki Guwari |
| 20 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRD Specification Clause 405. using Crusher borken aggregate. WBM Grading 3, By Manual Means |
| 21 | A/R to Nishana |
| 22 | A/R to Khedla |
| 23 | A/R to Amera Ki Guwari |
| 24 | A/R to Gurjar Bhawali |
| 25 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRD Specification Clause 502. Low porosity |
| 26 | A/R to Nishana |
| 27 | A/R to Khedla |
| 28 | A/R to Amera Ki Guwari |
| 29 | A/R to Gurjar Bhawali |
| 30 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRD Specification Clause 503. |
| 31 | A/R to Nishana |
| 32 | A/R to Khedla |
| 33 | A/R to Amera Ki Guwari |
| 34 | A/R to Gurjar Bhawali |
| 35 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRD Specification Clause 508. Case - IIBy Mechanical Means. Bitumen (VG-30) |
| 36 | A/R to Nishana |
| 37 | A/R to Khedla |
| 38 | A/R to Gurjar Bhawali |
| 39 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing of aggregate and plastic waste cutting in a hotmix plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRD Specification Clause 508. Waste Plastic @ 8% of bitumen.Case -II By mechnical means. Bitumen VG-30 |
| 40 | A/R to Amera Ki Guwari |
| 41 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRD Specification Clause 510. By Mechanical Means. Case - II:Type B. Bitumen (VG-30) |
| 42 | A/R to Nishana |
| 43 | A/R to Khedla |
| 44 | A/R to Amera Ki Guwari |
| 45 | A/R to Gurjar Bhawali |
| 46 | Construction ofun-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 shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous 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 compoundand water finishing to lines and grade as per drawingand MoRD Specification Clause 1501 including vaccum dewatering process with all required equipments |
| 47 | A/R to Nishana |
| 48 | A/R to Khedla |
| 49 | A/R to Amera Ki Guwari |
| 50 | Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRD Specification Clause 1703 |
| 51 | Ordinary Kilometer Stone (Precast) |
| 52 | A/R to Nishana |
| 53 | A/R to Khedla |
| 54 | A/R to Amera Ki Guwari |
| 55 | A/R to Gurjar Bhawali |
| 56 | 200 m stone (precast) |
| 57 | A/R to Nishana |
| 58 | A/R to Khedla |
| 59 | A/R to Amera Ki Guwari |
| 60 | A/R to Gurjar Bhawali |
| 61 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. |
| 62 | The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The lettering and borders, etc. of middle and bottom plate, PMGSY logo on top plate shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing. For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable. A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height asper approved drawing and MoRD Specification Clause 1700 |
| 63 | A/R to Nishana |
| 64 | A/R to Khedla |
| 65 | A/R to Amera Ki Guwari |
| 66 | A/R to Gurjar Bhawali |
| 67 | Providing and Erecting typical Citizen\"s information Board as per approved drawing & specification of MORD made of Two plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7 of size 900 mm x 750 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. Frame will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1000 mm apart centre to centre these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The lettering and borders, etc. ofplates shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done asper approved drawing and MoRD Specification Clause 1700 |
| 68 | A/R to Nishana |
| 69 | A/R to Khedla |
| 70 | A/R to Amera Ki Guwari |
| 71 | A/R to Gurjar Bhawali |
| 72 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.300mm dia |
| 73 | A/R to Nishana |
| 74 | A/R to Khedla |
| 75 | A/R to Amera Ki Guwari |
| 76 | A/R to Gurjar Bhawali |
| 77 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.600mm dia |
| 78 | A/R to Nishana |
| 79 | A/R to Khedla |
| 80 | A/R to Amera Ki Guwari |
| 81 | Earthwork in excavation for structures as per drawing and MoRD specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. Ordinary soil Upto 3 m depth |
| 82 | A/R to Nishana |
| 83 | A/R to Khedla |
| 84 | A/R to Amera Ki Guwari |
| 85 | A/R to Gurjar Bhawali |
| 86 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203. P.C.C. grade M-15,Nominal mix (1:2.5:5) |
| 87 | A/R to Nishana |
| 88 | A/R to Khedla |
| 89 | A/R to Amera Ki Guwari |
| 90 | A/R to Gurjar Bhawali |
| 91 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203. Coursed rubble masonry (1st sort). In 1:4 cement mortar |
| 92 | A/R to Nishana |
| 93 | A/R to Khedla |
| 94 | A/R to Amera Ki Guwari |
| 95 | A/R to Gurjar Bhawali |
| 96 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRD specification Clauses 615, 710and 1204.3.11. 75 mm thick |
| 97 | A/R to Nishana |
| 98 | A/R to Khedla |
| 99 | A/R to Amera Ki Guwari |
| 100 | A/R to Gurjar Bhawali |
| 101 | Pointing with cement mortar (1:3) on brickwork in parapet as per MoRD specifications Clauses 613.3 and 1208.4 |
| 102 | A/R to Nishana |
| 103 | A/R to Khedla |
| 104 | A/R to Amera Ki Guwari |
| 105 | A/R to Gurjar Bhawali |
| 106 | Annual maintenance charges on pro rata basis as perfixed amounts |
| 107 | For 1st year (0.68%) |
| 108 | For 2nd year (0.87%) |
| 109 | For 3rd year (1.12%) |
| 110 | For 4th year (1.31%) |
| 111 | For 5th year (1.52%) |
AI Tender Summary
Tender Timeline
Oct 04, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedOct 18, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 21, 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