Tender For Repair/Re-Carpeting Of Roads In Zonea, Zoneb And Other Connected Area Under Ge (P) East, Delhi Cantt-10
Tender Value
1.49 Crore
Estimated cost
Bid Submission
28 Aug 2026
13 days left
EMD
2.24 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
New Delhi → Delhi
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair/Re-Carpeting Of Roads In Zonea, Zoneb And Other Connected Area Under Ge (P) East, Delhi Cantt-10
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 11-Aug-2026 | DATECORRIGENDUM | Date | 28-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority : HQ CWE NO 2 DELHI CANTT-10 NAME OF WORK: REPAIR/RE-CARPETING OF ROADS IN ZONE'A', ZONE'B' AND OTHER CONNECTED AREA UNDER GE (P) EAST, DELHI CANTT-10 Contract No : CWE/PE/TOKEN-25/2026-27 Bidder Name : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Rates only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Sch. itemNo. Item Description Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency RATE In Rs. Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Material & labour for preparation of black top surfaces 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 complete all as specifed and directed. |
| 3 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area n. exc 400 sqm and not exceeding 50mm deep complete all as specified and directed |
| 4 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm and not exceeding 50mm deep complete all as specified and directed |
| 5 | M&L for applying evenly tack coat with using paving bitumen VG-10 at the rate of 5 Kg per 10 Sqm on prepared black top surfaces, complete all as specified and directed. |
| 6 | M&L for Premix bituminous macadam with 4% paving using bitumen VG-30 paving grade( 50 -70 penetration) bitumen binder, laid/rolled and compacted to required gradient and camber (consolidated thickness upto maximum 75 mm) complete all as specified and directed. |
| 7 | M&L for bituminous premixed asphaltic dense concrete 30mm consolidated thickness, using paving bitumen VG-40 with 5.5% binder content by weight of total mix spread by means of self propelled mechanical spread/paver rolled and compacted to required camber and gradient by using Tandem vibratory steel wheel static steel wheel and pneumatic tyre rollers capacity 8 to 12 tonne, complete all as specified and directed.Notes for recarpeting : (a) Preparation of mix in hot mix plant, spreading by self propelling mechanical paver and rolling and compaction by set of rollers as specified in particular specifications shall be carried out. Hot mix plant may be installed at any distance but the contractor shall be responsible for maintaining the required temperature of mix under all conditions till it is laid and compacted. Unit rate against these items shall include for carrying out the works with deployment of these machinery for which nothing extra shall be payable and no delay in completion of work shall be acceptable on this account.Notes : (i) The contractor shall quote the rate against item considering 5.5 % VG-30 bitumen content. Job Mix formula as per clause No. 505.3.3 of MORT&H specification for road and bridge work (Fifth Revision) for bituminous concrete shall be got designed from NIT/CTL/Govt Engg Collage and shall be got approved from GE in writing well before commencement of work without any financial effect to the department. Also the bitumen content shall not be less than 5.4 % by weight of total mix as per clause 507.2.5 of MoRT&H specifications (Fifth Revision).(ii) The cost of materials, transportation, Job mix formula form lab and testing charges for various tests as required are included in the unit rate quoted by the contractor.(iii) Cost of Filler i.e. rock dust, hydrated lime or cement is deemed to be included in unit rate. |
| 8 | M&L for laying 25mm thick mastic asphalt wearing course with paving/industrial grade 885/25 bitumen with minimum 14% and maximum 17% by weight of total mix as per table 500-42 and meeting the requirement of physical properties of binder given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface including surface finish as per clause 516.4.7 of MORTH as for providing finger grained hard stone chipping of 13.2 mm nominal size at the approximate spacing of 10cm centre to centre in both sides directions, pressed into surface when the temerature of surface is not less than 100 degree centigrade protruding 1mm to 4mm over mastic surfaces, all complete as per clause 516 of MORTH specification of road & bridge (5th revision) of 2013 latest edition and IRC :107-2013 all as directed by Engineer-in-Charge. |
| 9 | Repair to potholes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting round edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) complete all as specified and directed. |
| 10 | M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed. |
| 11 | Demolition of cement Concrete in ground floors and pavings n. exc 15 cm thickness (below or above ground level) and removal of debris n. exc. 50 mtr and depositing where directed at a level n. exc 1.5 mtr above starting point complete all as specified and as directed. |
| 12 | M&L for 50 mm thick PCC 1:4:8 type D-2 (using 40 mm graded crushed stone aggs) as in sub base finish even and rough to receive the top layer complete all as specified and as directed. |
| 13 | Material and labour in repair for Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed by Engr-in-charge |
| 14 | Material and labour in repair for Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed by Engr-in-charge |
| 15 | M&L Rubber moulded vibro compacted cement concrete colored chequered tiles of size 300x300x25mm thick over and including 15mm thick screed bed in cement mortar 1:6. In cluding dismantling old existing tiles.Note : Color and pattern shall be all as decided by the GE |
| 16 | M&L for providing cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate as in kerbs or mud stops,rounded or chamfered on edges including form work (straight or curved ) complete all as specified and as directed. Total in Figures 0.0 0.0 INR Zero Only Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 11, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 28, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 13 daysAug 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysAug 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
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