Construction Of Improvement Of Pakke Kessang Eac Hq Township Road Under (Cmcsrdp-Ii)
Tender Value
Ref. Documents
Estimated cost
Bid Submission
16 Mar 2025
0 days left
EMD
10.48 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pakke Kessang → Arunachal Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
construction of improvement of Pakke Kessang EAC HQ Township road under (CMCSRDP-II)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 13-Mar-2025 | CORRIGENDUM#1(BOQ) | Other | 16-Mar-2025 |
BOQ
| Sl. No. | Item Description |
| 1 | (SH:- Formation Cutting) Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By Ma nual Means :-a) In area of light Jungle |
| 2 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.) Girth from 300 mm to 600 mm |
| 3 | Girth from 600 mm to 900 mm |
| 4 | Girth from 900 mm to 1800 mm |
| 5 | (SH:- Formation Cutting) Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 Metres) |
| 6 | Depositing of excavated earth on the barren valley side. (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth on the Barren Valley side) |
| 7 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres) |
| 8 | Disposal of excavated earth on the barren valley side. (Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of excavated earth on the barren valley side) |
| 9 | (SH: PAVEMENET ON NEW WORK) Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.) |
| 10 | Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade. |
| 11 | Granular Sub-base with Close Graded Material (Table:- 400-1) Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (i) for grading- I Material |
| 12 | WET MIX MACADAM-(WMM) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(Using 45 mm to 22.4 mm@ 30 per cent, 22.4 mm to 2.36 mm @ 40 per cent, 2.36 mm to 75 micron@ 30 per cent) |
| 13 | Bituminous Concrete Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 14 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respectsUsing Grading-I(13mm) |
| 15 | (SH: PAVEMENET ON EXISTING CC PAVEMENT) Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.) |
| 16 | Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade. |
| 17 | Granular Sub-base with Close Graded Material (Table:- 400-1) Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (i) for grading- I Material |
| 18 | WET MIX MACADAM-(WMM) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(Using 45 mm to 22.4 mm@ 30 per cent, 22.4 mm to 2.36 mm @ 40 per cent, 2.36 mm to 75 micron@ 30 per cent) |
| 19 | Bituminous Concrete Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 20 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respectsUsing Grading-I(13mm) |
| 21 | RCC Box Culvert (2m x 2m x 7.50m) Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps andother deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil Mechanical Meansupto 3 m depth |
| 22 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 23 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical pecifications. PCC Grade M20 |
| 24 | RCC grade M20 case-II using Batching Plant, Transit Mixer and concrete pump |
| 25 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 26 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical pecifications. PCC Grade M20 Case-II Using batching Plant, transit mixer and concrete pump |
| 27 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical pecifications RCC grade M20 (p) Height upto 5 m Case-II using Batching Plant, Transit Mixer and concrete pump |
| 28 | Supplying, fitting and placing uncoatedHYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 29 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 30 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. |
| 31 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.A Boulder laid dry without wire crates. |
| 32 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 33 | RCC Box Culvert (3m x 3m x 7.50m)Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps andother deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil Mechanical Meansupto 3 m depth |
| 34 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 35 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical pecifications. PCC Grade M20 |
| 36 | RCC grade M20 case-II using Batching Plant, Transit Mixer and concrete pump |
| 37 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 38 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical pecifications. PCC Grade M20 Case-II Using batching Plant, transit mixer and concrete pump |
| 39 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical pecifications RCC grade M20 (p) Height upto 5 m Case-II using Batching Plant, Transit Mixer and concrete pump |
| 40 | Supplying, fitting and placing uncoatedHYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 41 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 42 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. |
| 43 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.A Boulder laid dry without wire crates. |
| 44 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 45 | Drainage Spouts complete as per drawing and Technical specification |
| 46 | RCC Box Culvert (4m x 4m x 7.50m)Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps andother deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil Mechanical Meansupto 3 m depth |
| 47 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 48 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical pecifications. PCC Grade M20 |
| 49 | RCC grade M20 case-II using Batching Plant, Transit Mixer and concrete pump |
| 50 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 51 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical pecifications. PCC Grade M20 Case-II Using batching Plant, transit mixer and concrete pump |
| 52 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical pecifications RCC grade M20 (p) Height upto 5 m Case-II using Batching Plant, Transit Mixer and concrete pump |
| 53 | Supplying, fitting and placing uncoatedHYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 54 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 55 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. |
| 56 | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. |
| 57 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. A Boulder laid dry without wire crates. |
| 58 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 59 | (SH: CC Drain ) Earth work in excavation in foundation and trenches in soils containing 50% ormore of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer byramming and watering and then disposing of all surplus excavated soil as directed with in a lead of 50m. |
| 60 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 61 | Providing and laying cement concrete 1:3:6 (1cement:3coarsesand:6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in:b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level. |
| 62 | Centring and shuttering including strutting proping etc. and removal of form work for: b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level. |
| 63 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 64 | Neat Cement punning |
| 65 | (SH: Kutcha Surface Drain) Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)) A.Mechanical means |
| 66 | Surface Drains in Ordinary Rock (Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment at site.)A.Mechanical means |
| 67 | (SH: Protection Work) Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and filling with apply material.Ordinary soil Manual MeansUpto 3 m depth |
| 68 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 69 | Random rubble masonry with hard stone in foundations and plinth in cement mortar 1 : 6 (1 cement : 6 fine sand) including levelling up with cement concrete 1 : 6 : 12 (1 cement : 6 coarse sand : 12 stone shingle 20 mm nominal size) at plinth level. |
| 70 | Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand). Flush Pointing |
| 71 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications |
| 72 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material |
AI Tender Summary
Tender Timeline
Mar 13, 2025
11:30 IST
Tender Published
Tender notice published.
Completed
Mar 16, 2025
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedMar 16, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 17, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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