Tender For Upgradation Of Road From Sail To Mela (Km 8Th To 9Th) (Under Ut Sector 2024-25)
Tender Overview
Project Description
Upgradation Of Road From Sail To Mela (Km 8Th To 9Th) (Under Ut Sector 2024-25)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 11-Nov-2024 | extension of dates | Date | 13-Nov-2024 |
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains,pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspitsand the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres in All kind of soil, |
| 2 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains,pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspitsand the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres . in Ordinary Rock |
| 3 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains,pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspitsand the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres in Hard Rock |
| 4 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge All kinds of soil :. |
| 5 | Earth work in excavation in manual means in trenches for foundation, drain, pipes, cables etc. ( not exceeding 1.5mtr in width ) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plans, including dressing of sides and ramming of bottom lift upto 1.5mtr including getting out excavated earth and disposal of surplus excavated earth as directed. All kind of soil.. |
| 6 | Scarifying metalled (water-bound) road surface including disposal of rubbish lead upto 50m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. |
| 7 | Providing & laying in position cement concrete of specified grade including curing but excluding the cost of centring & shuttering All work upto plinth level 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size) |
| 8 | Providing & laying in position cement concrete of specified grade including curing but excluding the cost of centring & shuttering All work upto plinth level 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) |
| 9 | Providing & laying in position cement concrete of specified grade including curing but excluding the cost of centring & shuttering All work upto plinth level (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 20% boulders |
| 10 | Providing & laying in position cement concrete of specified grade including curing but excluding the cost of centring & shuttering All work upto plinth level (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 11 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. |
| 12 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 20% boulders |
| 13 | Hand packing stones in wire crates including cost of wire crates |
| 14 | Dry random rubble masonry with hard stone in foundation and plinth With bond stone |
| 15 | Dumping stones filling behind R/Wall including supply of stone in horizontal on level |
| 16 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. completeNon-pressure NP-3 class (Medium duty) R.C.C. pipes 1000 mm dia. R.C.C. pipe (laying by manual/mechanical means). |
| 17 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 18 | Centering & shuttering including strutting, propping etc. & removal of form work for Foundations, footings, bases of columns etc. for mass concrete |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form work forRetaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc |
| 20 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 21 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate finished with a floating coat of neat cement including slurry and curing complete, but excluding the cost of noising of steps etc complete. 50 mm thick with 20 mm nominal size stone. |
| 22 | 12 mm cement plaster of mix 1:6 (1 cement : 6 coarse sand) |
| 23 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, 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 50mm thick compacted bed of 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 cuttingof paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer-in-Charge 80 mm thick C.C. paver block of M-30 grade with approvedcolor design and pattern |
| 24 | Berm Filling by way of providing, laying, watering and compacting in layers not exceeding 200mm thick with 80-100 KN roller, river bed material free of organic material mixed with coarse aggregate, round nallah shingle max agg. Size 75mm including carriage from source to site of work including all leads and lifts complete. |
| 25 | Carriage of Sand for 40.0 kms distance by Mech. Transport including loading, unloading & stacking at site complete |
| 26 | Carriage of Stone aggregate 40 mm and above nominal sizw for 15.0 kms distance by Mech. Transport including loading, unloading & stacking at site complete |
| 27 | Carriage of Stone aggregate below 40 mm for 15.0 kms distance by Mech. Transport including loading, unloading & stacking at site complete |
| 28 | Carriage of Stone for 10.0 kms distance by Mech. Transport including loading, unloading & stacking at site complete |
AI Tender Summary
Tender Timeline
Tender Published
Tender notice published.
CompletedCorrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedBid Submission Deadline
Online submission via eProcurement portal.
CompletedBid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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