Extension Of Link Road Goma Sangrah Under Distt.Plan
Tender Value
1.44 Crore
Estimated cost
Bid Submission
23 Feb 2025
0 days left
EMD
2.89 Lakhs
Bank guarantee accepted
Document Fee
1450
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
sankoo → Jammu And Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Extension Of Link road Goma Sangrah Under Distt.Plan
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic Excavator) over areas exceeding 30cm and up to 1.50Mtr in depth 1.5 mtr in width as well as 10 sqm on plan)Including disposal of excavated earth upto 1Mtr from cutting edge, disposed earth to be leveled and neatly dressed in: |
| 2 | All kinds of soil @40% |
| 3 | Soft Rock @30% |
| 4 | Hard rock (BP) @30% |
| 5 | Disposal of excavated earth by mechnical Transport for an avg lead of 2Km by Mt incld. Loading ,Unloading complete. |
| 6 | Protection Work |
| 7 | Raitaing Wall |
| 8 | Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 9 | All kinds of soil @60% |
| 10 | Soft Rock @30% |
| 11 | Hard rock (BP) @10% |
| 12 | Removal of Surface Boulder/Rock by Blasting or any other means Incld. Disposal |
| 13 | Random Rubble masonry with and stone from qyarry in foundation and plinth including levelling up with cement concrete 1:6:12 (1 Cement: 6 coarse sand: 12 graded stone aggregate 20mm nominal size) upto plinth level with cement mortar 1:6 (1 Cement: 6 coarse sand) |
| 14 | Dry random rubble masonry with hard stone in foundation and plinth using quarry stone with bound stone. |
| 15 | 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. |
| 16 | Providing and laying damp proof coarse 50mm thick with cement concrete 1:2:4 (1 cement,2coarse ,4stone agg.) 20 mm nominal size |
| 17 | Carriage of Stone for an Avg lead of 5km by Mt |
| 18 | Carriage of Sand/ Stone Agg for an Avg lead of 15km by Mt |
| 19 | Breast Wall |
| 20 | Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 21 | All kinds of soil @40% |
| 22 | Soft Rock @30% |
| 23 | Hard rock (BP) @30% |
| 24 | Random Rubble masonry with and stone from qyarry in foundation and plinth including levelling up with cement concrete 1:6:12 (1 Cement: 6 coarse sand: 12 graded stone aggregate 20mm nominal size) upto plinth level with cement mortar 1:6 (1 Cement: 6 coarse sand) |
| 25 | Dry random rubble masonry with hard stone in foundation and plinth using quarry stone with bound stone. |
| 26 | Providing and laying damp proof coarse 50mm thick with cement concrete 1:2:4 (1 cement,2coarse ,4stone agg.) 20 mm nominal size |
| 27 | Carriage of Stone for an Avg lead of 5km by Mt |
| 28 | Carriage of Sand/ Stone Agg for an Avg lead of 15km by Mt |
| 29 | RCC Culvert 1.0 Mtr Span |
| 30 | Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 31 | All kinds of soil @100% |
| 32 | Dry stone pitching (any thickness) including cost of stones and carriage complete. On Horizontal |
| 33 | Providing and laying in position cement concrete of specifiedgrade excludingthe cost ofcentering and shuttering – All work upto plinth level1:3:6( 1 cement: 3 coarse sand: 6 gradedstoneaggregate 20mm nominal size). |
| 34 | Providing and laying in position cement concrete of specifiedgrade excludingthe cost ofcentering and shuttering – All work upto plinth level1:2:4( 1 cement: 2 coarse sand: 4 gradedstoneaggregate 20mm nominal size). |
| 35 | Reinforced cement concrete work in beams, suspended floors, roofs havingslope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain windowsills, staircases and spiral stair cases above plinth level up to floor five level,excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size) |
| 36 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete |
| 37 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 38 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc |
| 39 | Suspended floors, roofs, landings, balconies and access platforms. |
| 40 | Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 41 | Carriage of Stone Agg for an Avg lead of 14km by Mt |
| 42 | Concrete Side Darin |
| 43 | Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 44 | All kinds of soil @100% |
| 45 | Providing and laying in position specified grade of cement concrete including the cost of centering and, shuttering , All work up to plinth level 1:2:4 (1cement: 4 coarse sand : 8 graded stone aggregate (20mm nominal size) |
| 46 | Carriage of sand /Stone Agg for an Avg lead of 14km by Mt |
| 47 | Crossing :- |
| 48 | Providing and laying of M.S.Pipe 300mm dia 5.4mm thick with a weight of 42.42kg/Rm and a length of 6m longfor cross drainage work incld. Constt. Of catch pits at the inlet and out let in M-15 grade concrete and providing and laying a bed of sand layer and providing earth cushion to the required grade and cross section.(As direct by Engineer -in-charge as per drawing and relevant /RCspecifications code. |
| 49 | Providing and laying of M.S.Pipe 200mm dia 5.4mm thick with a weight of 28.45kg/Rm and a length of 6m longfor cross drainage work incld. Constt. Of catch pits at the inlet and out let in M-15 grade concrete and providing and laying a bed of sand layer and providing earth cushion to the required grade and cross section.(As direct by Engineer -in-charge as per drawing and relevant /RCspecifications code. |
AI Tender Summary
Tender Timeline
Feb 05, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 23, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 24, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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