Tender For Construction Of Patwa Anicut 1St Village Patti G.P. Samrol Tehsil Manoharthana District Jhalawar
Tender Value
45.10 Lakhs
Estimated cost
Bid Submission
09 Oct 2024
0 days left
EMD
90200
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
aklera → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Patwa Anicut 1St Village Patti G.P. Samrol Tehsil Manoharthana District Jhalawar
BOQ
| Sl. No. | Item Description |
| 1 | Laying and Jointing PVC Pipe. Heading |
| 2 | PART A : EARTH WORK IN EXCAVATIONExcavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect3.Hard soil mixed with Kankar / boulders, Morrum |
| 3 | PART A : EARTH WORK IN EXCAVATIONExcavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect.1.Soft / Disintegrated rock |
| 4 | PART A : EARTH WORK IN EXCAVATIONExcavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect.2. Hard rock not requiring blasting |
| 5 | PART A : EARTH WORK IN EXCAVATIONExcavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect.3. Phyliteandother hard rock requiring nominal blasting |
| 6 | Preparation of foundation of structure including removal of all loose stones, silt and final washing.By manual labour |
| 7 | PART-A CONCRETE WORKProviding and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3(1 cement : 3 coarse sand) and making good the joints excludingthe cost of centering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto; 20mm |
| 8 | PART-A CONCRETE WORKNominal mix of Plain Cement Concrete well mixed and laid in position using 20% max permissible limit of plums above 160 mm and up to 450mm, including curing and finishing etc including all leads of all construction materials complete in all respect with well graded crusher broken stone aggregate. The plums shall be distributed evenly and shall be not closer than 150 mm from the surface.PCC Nominal Mix 1:3:6 with plum, Max size of Aggregate 20 mm, |
| 9 | PART-A CONCRETE WORKProviding and Laying in position of Cement concrete Nominal mix (1:2:4) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3(1 cement : 3 coarse sand) and making good the joints excludingthe cost of centering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto; 20mm |
| 10 | PART-A CONCRETE WORKProviding and Laying in position of Cement concrete Nominal mix (1:1.5:3) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3(1 cement : 3 coarse sand) and making good the joints excludingthe cost of centering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto; 20mm |
| 11 | Side shuttering including propping etc. complete (to achieve finish F 2 for :Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc. |
| 12 | 2.Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using.Tor or ribbed bars (IS :1786-1985) |
| 13 | PART C : PROTECTION WORKDry boulder filling in required profile with filling of voids etc. complete including all leadandlifts, and well finished surface |
| 14 | PART B : EARTH WORK IN EMBANKMENTWORK TO BE EXECUTED BY MECHANICAL MEANSEarth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctors density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.2. With lead beyond 250 m and up to 750 m (0.5 Km) |
| 15 | PART B : EARTH WORK IN EMBANKMENTWORK TO BE EXECUTED BY MECHANICAL MEANSCompaction of earth or highly weathered strata 1. By manually or plain roller. (density 90% of Proctor) |
| 16 | PART B : EARTH WORK IN EMBANKMENTWORK TO BE EXECUTED BY MECHANICAL MEANSWatering of earth including cost of carriage of water when source of water is 1. up to 1 Km |
| 17 | Add extra over items of cement plaster/ cement concrete/cc.lining/cc flooring or RCC for providing and mixing Polypropylene fibres as per IS 16481:2016 or latest revision, 6/12 mm long @ 0.25% (125 gram per 50 kg of cement) or in ratio of as specified by manufacturer specification and direction of Engineer in charge with all leads and lifts. |
AI Tender Summary
Tender Timeline
Sep 30, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedOct 09, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 10, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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