Providing Of Rd Joining E-15 To E-23 Or Living Of 16 Jak Li ( 22 Garh Rif ) Under Ge ( East ) Fzr Cantt
Tender Value
11.15 Lakhs
Estimated cost
Bid Submission
03 Aug 2020
0 days left
EMD
23000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
GE (EAST) FEROZEPUR CANTT → Punjab
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Providing Of Rd Joining E-15 To E-23 Or Living Of 16 Jak Li ( 22 Garh Rif ) Under Ge ( East ) Fzr Cantt
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 22-Jul-2020 | BOQ CORR | BOQ | 03-Aug-2020 |
BOQ
| Name of Work: Provn of Rd joining E-15 to E-23 OR living of 16 JAK LI (22 GARH RIF) under GE (East) Fzr Cantt | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Qty | Units | |
| 1 | 1 | Surface excavation not exeeding 30 cm deep and averaging 15 cm deep and getting out in soft /loose soil complete all as specified and directed | 1161 | sqm | |
| 2 | 2 | M&L Rolling and consolidating formation surface in cutting by power roller exc 8 tonne and n. exc 12 tonne complete all as specified and directed | 52 | 10 Sqm | |
| 3 | 3 | M& L 150 mm (spreed thickness )soiling ( or sub base with brocken boulder or quarried stone intersticses filed surface formed and roIled with 8 to 12 tonne power roller and consolidated to required gradient and camber complete all as specified and directed | 52 | 10 Sqm | |
| 4 | 4 | M& L 150 mm (compacted thickness in two layers of 75 mm thick with WBM coarse aggrigates by using granite , trap or basalt of grading 2 (63 to 40 mm size ) or of grading 3 (50 to 20 mm size ) , soread rolled and consolidated to required gradient and camber complete all as specified and directed | 52 | 10 Sqm | |
| 5 | 5 | M&L for continuous brick edging with width equal to the width of brick laid dry on edge vertically using old size bricks complete all as specified and directed | 331.92 | Rm | |
| 6 | 6 | M&L for providing 10 cm wide hot applied thermoplastic compound 2.5mm \n( excluding thickness of glass bed ) and providing selectorising glass beads @250 gm per sqm as per IRC -135 , complete all as specified and directed | 33.6 | Sqm | |
| 7 | 7 | M&L for machine pressed precast concrete interlocking paver block with grey cement and pigment any shape and size to IS 15658-2006 of 80 mm thick , M-40 Grade , set and joints grouted in fine sand including laid over 25 mm thick layer of sand cushioning , over 40 mm thick cement concrete (1:2:4) type B-1 using 20 mm graded stone aggregates surfaces finished even and rough , complete all as specified and directed | 541 | Sqm | |
| 8 | 8 | M&L for Hard core of broken bricks of gauge n.exc 63mm deposited, sepreaded and levelled in a layer n.exc 15 cm thick watered & rammed to a true surface etc complete all as specified and directed . | 60.05 | Cum | |
| 9 | 9 | Dismantling Bricks Laid dry or laid dry and pointed (laid flat or on edge) or brick tiles in floors, channels,kerbs, aprons, etc. (each layer) complete all as specified and directed | 9.5 | 10 Sqm | |
| 10 | 10 | Removing excavated material n.exc 50 Metre and depositing where directed at a level n. exc. 1.5m above the starting point complete all as specified and directed | 174.15 | Cum | |
| 11 | 11 | M&L for preparing of WBM surfaces of road by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer (paving bitumen) of VG-30 grade @ 10 kg per 10 Sqm of road surfaces by using pressure sprayer (operated by hot pressure machanism) and laying bituminous premix semi -dense asphaltic concrete 40 mm thick (consolidated thickness) with coarse aggregate in single laying using 5.5% binder content (Bitumen VG-30 grade) by weight of total mix with and including filler (OPC cement) as per design mix spread using mechanical sensor paver rolled and compacted to required camber with gradient with 8 to 12 tonne power road roller complete all as specified and directed.\nNote: (i) Automatic hot mixing plant of adequate capacity shall be used for heating and mixing of aggregate, bitumen etc, and mix shall be laid with mechanical sensor pavers.\n(ii) Actual binder content shall be as per job mix formula. Cost of job mix formula, testing during currency of work and materials consumed for job mix formula and testing is deemed to be included in the unit rates.\n(iii) Job mix formula of semi-dense asphaltic concrete shall be got from NIT/CTL/Govt Engg College and shal be got approved for GE in writing well before commencement of work. The cost of materials, transprotation, job mix formula from lab and testing charges for various tests as required shall deemed to be included in the unit rate quoted by the contractor.\n(iv) In case quantity of bitumen from mix design found more than mimimum contents of bitumen as specified the same shall be provided with no extrea to the Govt. | 52 | 10 Sqm |
AI Tender Summary
Tender Timeline
Jul 22, 2020
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 03, 2020
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedAug 03, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 06, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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