Construction Of Cycle Track From Chanapora Rawalpora Along Bunds Of Doodh Ganga Nallah .
Tender Value
5.33 Crore
Estimated cost
Bid Submission
27 Jan 2020
0 days left
EMD
10.66 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ganga Nallah. → Jammu And Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Cycle Track From Chanapora Rawalpora Along Bunds Of Doodh Ganga Nallah .
BOQ
| Name of Work: Construction of Cycle track from Chanapora Rawalpora along Bunds of Doodh Ganga Nallah. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Engagement of labours for site clearence includingcutting of trees,grass,unhygenic material including disposal of same. For 4000 mtr x 3.65 avg = 14600 m2 T labour = 100 mtr i.e 146 no's Rs 400/No | BI01010001010000000000000515BI0100001113 | 124 | No. |
| 2 | 2 | Earth work in excavation over areas (exceeding 30cm in depth,1.5m in width as well as 10sqm on plan) including disposal of excavated earth, and lift up to1.5m, disposed earth to be levelled and neatly dressed (25m lead). all kinds of soils | BI01010001010000000000000515BI0100001114 | 2708 | Cum |
| 3 | 3 | Earth filling got by lorry including loading and unloading sperading and consolidation with 8 to 10 ton PRR including all complete works | BI01010001010000000000000515BI0100001115 | 5117.71 | cum |
| 4 | 4 | GSB course Granular sub base/surface courese with local materilas by mix in placde method normal construction of Granular sub base by providing local material sperading in uniform layers with motor Graded on prepared surface, mixing by mix in place methpod with rotavator and once and compating 8-10 ton capacity road roller to achevie the desired density completed (G-1 only ) size not greater than 80 mm widding including all carraigies upto site complete job | BI01010001010000000000000515BI0100001116 | 295 | cum |
| 5 | 5 | Grade II Providing/Laying spreading and compating stone aggregate of specified size to WBM Specification Incd. Spreading in uniform thinkness, hand packing, rolling with smoth V-Roller in stages to proper Grade and Camber,appling and bromming stone screeining/ binding materials to fill up the intresects of courese aggregate watering and compating to the requried density complete job at site | BI01010001010000000000000515BI0100001117 | 1070.78 | cum |
| 6 | 6 | Providing and laying in position specified grade of cement concrete excluding the cost of centering and , shuttering , All work up to plinth level 1:4:8 (1cement:4coarse sand:8 graded stone aggregate(20mm nominal size) | 584.78 | Cum | |
| 7 | 7 | Providing and laying rainforcement cement conc.1:1.5:3 mix 20mm nominal size aggrate (Raft) | 1024 | Cum | |
| 8 | 8 | Form work Centering and shuttering including strutting, propping etc. and removal of form work | 7297 | SQM | |
| 9 | 9 | Reinforcement for RCC work incl. straitening, cutting bending ,placing in position and binding all complete.(T.MT. bars.) | 552.77 | qnt | |
| 10 | 10 | Filling available excavated earth excluding rock in trenches /plinth /sides of foundation ect complete Job | 2003 | CUM | |
| 11 | 11 | BITUMEN ASPHALT\n2.5 Cum Pre-mix carpert surfacing with 2.25 CUM and 1.12 CUM of stone chippings of 13.2 mm and 11.2 size respectively per 100 SQM and 52 KG and 56 KG of hot Bitumen Per CUM of stone chippings13.2mm and 11.2mm size respectively including a tag coat with hot straight Run bitumen including consoldation with road roller of 6-9 tone capactiy etc.with paving with Asphalt 8/100 heated and then mixed with solivent @70 grams per KG of ASPHALT | 9550 | sqm | |
| 12 | 12 | Providing and Appling 2.5 MM thick road Marking Strips (Retro refelective) of specified shade/color use hot termo plastic material by full/semi automatic thermo plastic paint applicator machice fitted with profileshoe glass beads dispencer, propane tank heater and profile shoe heater driven by experienced operator on road surface incd.cost of material, labour,T and P , cleaaning the road surface of all dirt , seals , oil grease and forigen matrial etc complete job at site | 600 | sqm | |
| 13 | 13 | 25 MM OGP permix carpert surfacing with 3 CUM of stone chippings 10 mm Nominal size/100 SQM and BITUMENEMUSION(medium setting min 65% BITUMEN contents) complyingg with IS: 8887-1995 usisng 96 KG per Cum of Chippings of road surface including conso;ladation with road roller etc complete job at site | 3675 | sqm | |
| 14 | 14 | Providing and fixing of upto 30mm Ashlar stone(Devri) fine chezied machine cut plade on 20mm thick cement mortor 1:6 mix including filling of Joints by neat cemet including all carriares and wastages complete job at ste | 3000 | sft | |
| 15 | 15 | Providing and fixing 12 mm cemet plaster in 1:6 mix !: cement 6: sand ) including ASHLAR Stone work Complete job | 4056 | SQM | |
| 16 | 16 | Carriage of materials from source to site of work by mechanical transport.\na)Stones Avg. lead 20 Km from approved sources | 738 | CUM | |
| 17 | 16.01 | b) Carriage aggregate Avg. lead 20 Km from approved source | 838.46 | CUM | |
| 18 | 16.02 | c) Sand Avg. lead 18 Km from approved source | 776.77 | CUM | |
| 19 | 16.03 | d) Cement | 816.99 | TON | |
| 20 | 16.04 | e) Steel | 777 | TON | |
| 21 | 17 | Providing and installation of cast iron Ornamental lamp posts having height of 3m.The pole shall be painted witgh anticorrossive enamel paint.The pole shall have pre-wired gear box at the bottom with conductor and 1 No 6A MCB (Havels/Legrand/L&T/Indukup make). The pole shall be installed on pre-laid concrete block ( to be paid seperThrough 03 No. foundation bolts.The pole shall have water resistant grove fi at e bottom to act as a water seal.The acceptable make pole shall be Dwarka/Kaarrie-Mujasame/Lord jyoti/Bajaj. | 200 | No | |
| 22 | 18 | Providing and fitting, testing and commissioning of decorative luminaries (Havels make -LHLY 07185099 or Equivalient). The job includes providing and fittings and testing of 85W CFL (Philips and Havels make) | 200 | No | |
| 23 | 19 | Providing and laying of armoured almunium conductor to be laid in cable trensh. The job includes excavation of earth and refilling after table laying and removial / disposial of surplus earth\n0.10 Sqmm 04 Core | 100 | M | |
| 24 | 19.01 | 0.35Sqm 3.5 Core | 40 | M | |
| 25 | 20 | P/L of cement Conreate 1:2:4 mix of size 900mm depth (600 mm underground , 300 mm ground ) and 450mm diameter. The job includes provinding and fitting of 30 No. Foundation bolts in each block. | 200 | Job | |
| 26 | 21 | Providing and fitting if ornamental composite metalic single way bracket suitable to hold luminary. | 200 | Job | |
| 27 | 22 | Providing, installation, testing and commisioning of 250 KVA capacity, single way, and oil cooled servo stablilizer. The stabilizer shal have output voltage range o 120-240v and output voltage manually / automatically , as desired, The stabilizer should be fitted with voltmeter, indicating lamps, earthning etc. The tsaplizer should be painted complete | 1 | Job | |
| 28 | 23 | P/F Of outdoor type feeder pillajr 16 guage of size 3\"x2\" with stand wityh the following accessories.\nIncomming 63 Amp MCCB DP= 10 No | 1 | Job | |
| 29 | 23.01 | Outgoing 16 Amp Single Phase MCB = 12 No | 1 | Job | |
| 30 | 23.02 | Indicator Lamp= 02 No | 1 | Job | |
| 31 | 23.03 | Volt Meter = 1 No | 1 | Job | |
| 32 | 23.04 | 100 Amp Basber set | 1 | Job | |
| 33 | 23.05 | Photoautomatic Switch 63 Amp Connector | 1 | Job | |
| 34 | 24 | Providing and commissioning of copper earthing with earting palate embedded in a pit 6 feet deep to excavated and refiled with alternate layers of salt and charcoal. The earing shall be extended with oper wire of suitable size with contour pannel and stalizer. | 1 | Job | |
| 35 | 25 | Construction of mass concrete bed of suitable size having a height of 3 feet for housing stablizers control pannel to bed shall be complete with a mud mate and 1 feet under ground concrete of weather proof steel chamber for stablizer and control pannel board. | 1 | Job | |
| 36 | 26 | P/L of cement Conreate 1:3:6 mix with stoner Agg 20 MM nomaile including all completed job | 113 | CUM | |
| 37 | 27 | Providing and laying of 200 GSM PP Geo Textile of type-II as per the morth classification that shall perform the specified functions from a recommended and proven make of MACTEX 40.1 which shall be laid over the compacted earthen embankment with extra width laid from slope side. The roll size shall not be less than 4.5 mtr. The installation at site shall be carried out in presence of the expert from the manufacture following proper installation process including 10% provision to joints/ overlapping etc two (02) layers (Complete Job) | 22580.8 | SQM | |
| 38 | 28 | Development of road intersections/approaches as shown in the drawings and as per the requirement at site including ; \na) Earth work excavation | 15.56 | CUM | |
| 39 | 28.01 | b) WBM Grade II | 69 | CUM | |
| 40 | 28.02 | c) Providing and Laying Cement Concert in 1:4:8 mix | 43.14 | CUM | |
| 41 | 28.03 | d) Providing and Laying Renforced Cement Concrete in 1:1:5:3 | 100.9 | CUM | |
| 42 | 28.04 | e) Formwork Shuttering and Centering Including strutting, propping etc complete job (KIT PLY) | 142.08 | SQM | |
| 43 | 28.05 | f) Providing and Fixing Upto 30 mm Ashlar Stones Devri in cement mortor 1:6 mix | 468.06 | SFT | |
| 44 | 28.06 | g) BITUMEN ASPHALT: 2.5 Cm Pre-mix carpet surfacing with 2.25 CUM and 1.12 CUM of stone chippings including a tack coat with hot straight run bitumen including consolidation with road roller of 6- 9 TONNE capacity | 437 | SQM | |
| 45 | 28.07 | h25mm (OGP) pre-mix carpet surfacing (semidence) | 437 | SQM | |
| 46 | 29 | Construction of cycle stands (2 NO’s) and other utilities as per the requirement at site and directions of Engineer in charge including;\na)Providing and laying stone soling hand packed 75 mm size Complete job | 25 | CUM | |
| 47 | 29.01 | b) Providing and Laying Cement Concert in 1:4:8 Mix | 18.75 | CUM | |
| 48 | 29.02 | c) Providing and Laying Kota Stone Upto 25 mm thick flooring over 20mm average thick base in cement mortor 1:4 mix Complete job | 250 | SQM | |
| 49 | 29.03 | d) Providing/Corrugated CGI-sheets roofing (Colour Coated) with G&L Hooks, bolts, nuts etc 8mm dia including angle iron posts of dimensions 65*65*5mm all complete job | 150 | SQM | |
| 50 | 29.04 | e) Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes channels plates etc including welding, grinding, buffing polishing etc (3''*3mm dia) complete job | 319.49 | KG | |
| 51 | 30 | Providing and laying of Bollards, Speed Humps, barriers and chicanes including;\na) Providing/ Supplying of High grade plastic flexible bollards of proven make with 750mm height, weight 2.5 to 3.0 Kg in red reflective colour including proper installation at site | 41 | NO | |
| 52 | 30.1 | b) Providing and supplying and installation of speed Humps of high grade ABS Plastic material with proven make having length of 500mm width of 130mm and height of 25mm with reflective colours | 90 | NO | |
| 53 | 30.2 | c) Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes channels plates etc including welding, grinding, buffing polishing etc (3''*3mm dia) complete job | 190.36 | KG | |
| 54 | 30.3 | d) Providing/Fixing of barriers for heavy traffic (Trucks etc) in structure steel of dimension 11'*8' including all fixing in cement concrete blocks in (1:1:5:3) at three (03) spots | 1434 | KG | |
| 55 | 30.4 | e) Providing and fixing of M.S Chicanes (Chain) heavyduty in multi colours of dimensions 1\"*5mm | 30 | KG | |
| 56 | 31 | Constructions of Shelter shed in octognal or equalient area rectangular shape of 10' each side with PCC foundation in 1:3:6 mix and budloo orienmental carved posts 10\"*8''*8' size with budloo wood truss work with colour coated roofing .5mm guage including khatambend celling 2\" jaffari work in upper pannels and orinemental posts in lower portion of demision 2\"*2\" and vitrified tile flooring complete job and as per the direction of Enginner Incharge (3NO's) | 3 | NO | |
| 57 | 32 | Shifting of Utilities of PHE pipe lines/electric poles including;\na) Dismantling, shifting and reinstallation of High tension (HT) electrical steel tubular poles 13Mtr height including dismantling of conductors, insulaters, earthing wire, pole and reinstallation of all items including replacement of Conductor wire of similar specification at various locations as per requriment of Electric Department complete job | 17 | NO | |
| 58 | 32.01 | b)Providing and fixing of G.I Pipes with G.I fittings including trenching (0.6*1.0m) and refilling extra earth for 100mm dia pipe line including jointing etc as per requriments of PHE departemnt complete job | 500 | RM |
AI Tender Summary
Tender Timeline
Jan 21, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJan 27, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 28, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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