Construction And Maintenance Of Road From L042 Sumal To Sarail Chowa , Stage-Ii , Regular Pmgsy ( Batch-I , 2018-19 ) Package No . Jk14-682 , Block Majalta Distt Udhampur
Tender Value
Ref. Documents
Estimated cost
Bid Submission
26 Dec 2020
0 days left
EMD
2.97 Lakhs
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Majalta → Jammu And Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction And Maintenance Of Road From L042 Sumal To Sarail Chowa , Stage-Ii , Regular Pmgsy ( Batch-I , 2018-19 ) Package No . Jk14-682 , Block Majalta Distt Udhampur
BOQ
| Name of Work: Construction and Maintenance of road from L042 SUMAL TO SARAIL CHOWA, Stage-II, Regular PMGSY (Batch-I,2018-19) Package No. JK14-682, Block Majalta District- Udhampur. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation for Structures:-Earthwork in excavation for structures as per drawings and Technical specifications Clauses 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposing of surplus, un-serviceable Excavated earth as directed at site for safe disposal of same without damaging private/public property, dressing of sides and bottom and backfilling in trenches with excavated suitable material including de watering if required. | ITEM NO 1 | 1432.34 | Cum |
| 2 | 2 | Providing and lying of plain cement concrete in open foundations complete as per drawings and Technical specifications. Clause 802, 803, 1202 & 1203. including form work with cement concrete grade M-10 with 40mm stone aggregate including all carriges of mateials by MT, leads and lifts etc complete. | ITEM NO 2 | 182.46 | Cum |
| 3 | 3 | Providing and laying of plain / reinforced cement concrete of Grade M-15 in substructure complete as per drawings & Technical specification Clauses 802, 804, 805, 806, 807, 1202 & 1204. Including cost of curing, form work, including all carriges of mateials by MT, leads and lifts etc complete. For height upto 5 Mtrs. | ITEM NO 3 | 634.5 | Cum |
| 4 | 4 | Providing and laying of plain / reinforced cement concrete of Grade M-20 in superstructure complete as per drawings & Technical specification Clauses 802, 804, 805, 806, 807 , 1202 and 1204 for height upto 5m Including cost of curing, form work, including all carriges of mateials by MT, leads and lifts etc complete. For height upto 5Mtrs. PCC M-20 | ITEM NO 4 | 41.5 | Cum |
| 5 | 5 | Providing and laying of reinforced cement concrete of Grade M-25 in super structure as per drawings & Technical specification Clauses 800, 1205.4 and 1205.5, excluding reinforcement but including curing , cost of form work, including all carriges of mateials by MT, leads and lifts etc complete. R.C.C M-25 | ITEM NO 5 | 8.4 | Cum |
| 6 | 6 | Polygonal/Random Rubble Masonry un coursed brought to course in cement mortar 1:6 (I cement :6 fine sand) in sub- structure including leveling up as specified level with M-5 nominal mix with size of stone aggregate 20mm nominal including cost of through/bond stones , including all carriges of materials by MT, leads, lifts, handling, and re-handling complete . | ITEM NO 6 | 462.42 | Cum |
| 7 | 7 | Polygonal/Random Rubble Masonry laid dry un coursed brought to course in sub structure including cost of bond/through stones, also including all carriges of materials by MT, leads, lifts, handling, and re-handling complete . | ITEM NO 7 | 373.83 | Cum |
| 8 | 8 | Back filling behind abutment , wing wall and return wall as per drawings and technical specification clause 1204.3.8 alsoincluding all carriges of materials by MT, leads, lifts, handling, and re-handling complete . | ITEM NO 8 | 225 | Cum |
| 9 | 9 | Supplying , fitting and placing of HYSD bar reinforcement(Fe415) for RCC work in superstructure including bending, binding complete as per drawings & Technical specification Clauses 1002, 1010 and 1202 . Including cost of binding wire and also including, all leads , lifts, handling , re-handling and carriages of materials by mechanical transport complete. | ITEM NO 9 | 79.44 | Kg |
| 10 | 10 | Water prooofing of Sub Grade Top with Nano Technology water prooofing on top of the sub grade soil base wth Nano Technology based Organo silane & naono acrylic copolymer with water (1000 ppm TDS) in the ration of 1:1:200 @ 3ltrs/sqm as per direction of the Engineer-in-charge including all carriages of materials by MT, leads and lifts etc complete. | ITEM NO 10 | 19260 | Sqm |
| 11 | 11 | Stabilized Base/Sub Base layer with Nanotechnology stabilized Sub base/Base: Providing, laying, spreading and compacting in-situ/borrow area 70% soil /Murrum of CBR > 5 % mixed with 30% of granular Grade-2 material as per mix design. Rip and loosen the soil water with tractor operated ripper/ rotavator and add the GSB as per mix design, spread cement @ 4% by wt of mix. mix uniformly by using a ripper and rotavator. Apply 1.0 kg/cum organosilane Nanotechnology Terrasil with 50% OMC water (<1000 ppm TDS) on the soli cement mix and rotavate thoroly. Apply 1.0 kg/cum of nano acrylic Co-Polymer with remaing 50% OMC water (<1000 ppm TDS) on the soil mix thoroly using ripper and rotavator. Grade the soil with motor grader. Compact the soil-aggregate surface with 8 to 10 tonne vibratory pwer roller, to achieve smooth layer with the desired density. Rates including all the materilas, labour, hire charges of machinery etc. complete as per MORD specifications & direction of Engineer-in-charge including all carriages of materials by MT, leads and lifts etc complete. | ITEM NO 11 | 2212.14 | Cum |
| 12 | 12 | Water proofing of Base/Sub-base with Nano-Technology Wtaerproofing on top to of the base/Sub-base with Nnao technology based organo silane & nano acrylic co-polymer with wtaer (1000 ppm TDS) in the ratio of 1:1:200 @ 3ltrs/sqm as per direction of the Enginer-in-charge including all carriages of materials by MT, leads and lifts etc complete. | ITEM NO 12 | 10579.8 | Sqm |
| 13 | 13 | Construction of earthern shoulders with approved material obtained from borrow pits with all lift and leads, transporting tosite, spreading grading to required slope and compacted to meet requirement of table 300.2 with lrad upto 1000m as per technical specification clause including all carriages of materials by MT, leads and lifts etc complete. | ITEM NO 13 | 2212.14 | Cum |
| 14 | 14 | Waterproofing on top of the shoulder soil base with Nano technology based Organo silane & naon acrylic co-polymer with water (1000 ppm TDS) in the ratio of 1:1:200 @ 3ltrs/sqm as per direction of the Engineer-in-charge including all carriages of materials by MT, leads and lifts etc complete. | ITEM NO 14 | 9618 | Sqm |
| 15 | 15 | Providing and fixing of typical PMGSY informatory sign boards with logo as per MORD specifications and drawings. Three MS plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25 mm* 5mm* size on back on edges. The lower plate will be welded with MS angle iron frame of 25 mm* 25 mm* 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 Nos. 75 mm* 75 mm* of 12SWG sheet tubes posted duly embedded in cement concrete M-15 grade block of 450 mm* 450 mm* 600mm, 00 mm, below ground level. the top most diamond plate will be welded to middle plate by 47mm, 47mm of 12 SWG steel plate tube. All M.S be stoved enameled on both sides. Lettering and printing arrows border etc. will be painted with ready mix synthetic enamel paint of superior quality in required shade and colour. All section of framed post and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.0 | ITEM NO 15 | 2 | Each |
| 16 | 16 | Providing and fixing of typical PMGSY infotmatory sign board with logo as per MORD specification and drawing. Two MS plates of 1.6 mm thick duly welded with M flat iron 22 mm x 5mm size on back on edges and will be welded to 1 No. 75 mm x 75 mm if 12 SWG stell tube post duly embedded in cement concrete M-15 frade block 450 x 45mm x 600mm, 600mm below ground level. All MS be stoved enameled on both side. Lettering and printing arrow, border etc will be painted with ready mix syntyhetic enamel paint of superior quality in required shade and colour. All section of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clauses 1701. | ITEM NO 16 | 2 | Each |
| 17 | 17 | Providing and fixing of road sign board @ 3 No./Km | ITEM NO 17 | 15 | Each |
| 18 | 18 | Providing and fixing of Kilo meter stones ordinary | ITEM NO 18 | 4 | Each |
| 19 | 19 | Providing and fixing 200mtrs stone precast | ITEM NO 19 | 15 | Each |
AI Tender Summary
Tender Timeline
Dec 18, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedDec 26, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 28, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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