Special Repairs To The Road From Noagang To Jalabassa Pmgsy Road Works
Tender Value
2.83 Crore
Estimated cost
Bid Submission
16 Oct 2021
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Panisagar → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Special Repairs To The Road From Noagang To Jalabassa Pmgsy Road Works
BOQ
| Sl. No. | Item Description |
| 1 | Noagang to Jalabasha ( (Length:-9.993 km)/ Patch repairing, re-carpeting, road side pucca drain & protection work etc. (Package No-TR-03-24),(Link route No:- T02 under Panisagar block). |
| 2 | Clearing and grubbing Road land |
| 3 | Clearing and grubbing Road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300m.m removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201. |
| 4 | (A) By manual means |
| 5 | (i) In area of non thorny Jungle |
| 6 | Excavation in cutting in soil by manual means with lead upto 50.0m. |
| 7 | Excavation in road way cutting in soil by using manual means for carrying of cut earth to Embankment site with a lift upto 1.5m and lead upto 50.0m as per technical specification clause 302.3 |
| 8 | Excavation in Soil with Dozer with lead upto 100 m. |
| 9 | Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 m. including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3 |
| 10 | Construction of Embankment with approved materials deposited at site from Roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5 |
| 11 | (A) For spreading beyond 100m. |
| 12 | (B) For spreading within 100m. |
| 13 | Granular Sub-base |
| 14 | Construction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , as per Table 400.1 ), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 15 | For Grading - I Material ( jhama brick aggregate ) |
| 16 | WBM Grading - 2- 75mm compacted thickness (using jhama brick aggregates) |
| 17 | Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kNin stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.A) By Manual Means |
| 18 | WBM Grading - 3- 75mm compacted thickness (using jhama brick aggregates) |
| 19 | Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kNin stages to proper grade and camber, applying and brooming,binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.A) By Manual Means |
| 20 | Surface courses (Bituminous) |
| 21 | Prime coat |
| 22 | 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 0.7 - 0.1 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 23 | (i) Low Porosity |
| 24 | Tack coat |
| 25 | Providing and applying tack coat with Bitumen Emulsion (RS - 1) using emulsion distributor at the rate of 0.25 to 0.30 kg. Per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per technical specification Clause 503. |
| 26 | 20mm. Thick open - graded premix carpet using Bituminous (penetration grade / modified bitumen ) Binder |
| 27 | 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 or Type D as per Technical Specification Clause 508 |
| 28 | By Mechanical Means with Bitumen (S-65) |
| 29 | Seal coat |
| 30 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per Technical Specification Clause 510 |
| 31 | i) By Manual Means Case-IV: Type-D (premix with fine sand)Bitumen (S-65) |
| 32 | Protection Works |
| 33 | Surface Drains |
| 34 | Construction of unlined surface drains of average cross-sectional area 0.4 sqm. in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m ) as per Technical Specification Clause 307I) Surface Drains in Ordinary Soil(A) Manual Means |
| 35 | Road side Pucca Drains |
| 36 | Construction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved drawing and Technical Specification Clause 307, 1606. Excavated material to be used in embankment at siteB. Trapezoidal drain (top clear width 600 mm. Bottom clear width 300 mm and clear depth of 400i)In Ordinary Soil |
| 37 | Toe Wall |
| 38 | (i) Earth work in excavation for Toe wall as per drawing and technical specifications clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50m. Dressing of sides and bottom and back filling in trenches with excavated suitable material.Ordinary soilUpto 3 m depth |
| 39 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200Sand filling |
| 40 | Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.P.C.C grade M 10 (using Jhama brick aggregate)Nominal mix 1:3:6 |
| 41 | Plain cement concrete( using jhama brick aggregate ) in substructure complete including formwork as per drawings & technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204.PCC grade M15 Nominal Mix 1:2.5:5 |
| 42 | Supplying, fitting & placing HYSD bar reinforcement (Fe415) in substructure completed as per drawings & technical specificationClauses 1002, 1005, 1010 and 1202 |
| 43 | Road Logo other Road furniture |
| 44 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703 |
| 45 | (II)Ordinary Kilometer Stone (precast) |
| 46 | (II)200 M Stone (precast) |
| 47 | Providing and Fixing \"Logo\" of PMGSY ProjectProviding and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25 mm x 5 mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25 mm x 25 mm x 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600 mm , 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47 mmof 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 48 | Providing and fixing of retro-reflectiorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel angle Iron post 75mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 450mm x 450mm x 600mm, 600m.m below ground level as per drawing and technical specification clause 801. |
| 49 | 600mm equilateral triangle aluminum sheeting |
| 50 | 600mm Dia circular aluminum sheeting |
| 51 | Construction of RCC guide posts of 250 mm dia and total 600 mm long,(300 mm below GL ) M15 grade ( with jhama brick aggregate ) cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1401.6 In Ordinary soil |
| 52 | Providing and Fixing \"Maintenance Board\" of PMGSY / Bharat Nirman ProjectProviding and fixing of typical Maintenance board with Logo as per MORD specifications and drawing. Two MS Plates of 2.0 mm thick, duly welded with MS flat iron 50 mm x 5 mm size on back on edges. The flat iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 76.1 mm OD (horizontal) and 2 Nos. 76.1 mm OD (Vertical) steel tube posts { as per IS : 1161 - 1979, Medium Class } duly embedded in cement concrete M-15 grade blocks of 600 mm x 600 mm x 750 mm , 750 mm below ground level.All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube and flats will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1Board-A |
AI Tender Summary
Tender Timeline
Sep 16, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedOct 16, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 16, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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