Tender For Rejuvenation Of Namphuk Lake, Kharsang
Tender Value
Ref. Documents
Estimated cost
Bid Submission
01 Mar 2024
0 days left
EMD
2.46 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kharsang → Arunachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Rejuvenation Of Namphuk Lake, Kharsang
BOQ
| Sl. No. | Item Description |
| 1 | De-Siltation |
| 2 | De-Siltation |
| 3 | SH: CC Steps With Railing |
| 4 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto soil not more than 3m clear from the edge of the excavaion and returning the stacked soil in 15cm layers when required, into plint, sides of foundation etc consolidating each deposited layer by ramming and watering and then depositing of all surplus excavated soil as directed within a lead of 50m. |
| 5 | Providing and laying CC 1:4:8(40mm nominal size) excluding the cost of centring and shuttering in Foundations and plinth |
| 6 | Providing and laying cc 1:2:4 (20mm nominal size) excluding cost of centring and shuttering in Foundation and plinth |
| 7 | Centring and shuttering including strutting, propping etc and removal of form work for : Foundations and plinth |
| 8 | Providing and laying tactile tile ( for vision impaired persons as per standards) of size 300x300 x 9.8 mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. |
| 9 | Tubular steel Railing on precast RCC Post,1.2M high above ground level(Providing, fencing and erecting 50mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC verticalposts 1.8m high(1.2m above groun level) with 3 holes 50mm dia for pipe, fixed 2m centre to centre, complete as per approved drawing) |
| 10 | Carriage of Materials |
| 11 | SH: CC Footpath With Railings |
| 12 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto soil not more than 3m clear from the edge of the excavaion and returning the stacked soil in 15cm layers when required, into plint, sides of foundation etc consolidating each deposited layer by ramming and watering and then depositing of all surplus excavated soil as directed within a lead of 50m. |
| 13 | Providing and laying CC 1:5:10(40mm nominal size) excluding the cost of centring and shuttering in Foundations and plinth |
| 14 | Providing and laying cc 1:2:4 (40mm nominal size) excluding cost of centring and shuttering in Foundation and plinth |
| 15 | Centring and shuttering including strutting, propping etc and removal of form work for : Foundations and plinth |
| 16 | Providing and laying tactile tile ( for vision impaired persons as per standards) of size 300x300 x 9.8 mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. |
| 17 | Tubular steel Railing on precast RCC Post,1.2M high above ground level(Providing, fencing and erecting 50mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC verticalposts 1.8m high(1.2m above groun level) with 3 holes 50mm dia for pipe, fixed 2m centre to centre, complete as per approved drawing) |
| 18 | Carriage |
| 19 | SH: Stone Packing/Embankement (RRM) |
| 20 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) |
| 21 | Marshy soilManual means ( upto 3 m depth)Stone Packing/Embankment (Random Rubble Masonary) |
| 22 | Carriage |
| 23 | SH: RRM Embankment with Sluice Gate |
| 24 | Earthwork in exacavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not morre than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required , into plinth , sides of foundation etc consolidating each deposited layer by ramming and watering then disposing of all surplus excavted soil as directed within a lead of 50 m 0 to 1.5m |
| 25 | 1.5 m to 3.0m |
| 26 | Extra for every additional 1.50 m or part thereof for decomposedsoft or hard rock.1.5m to 3.00m |
| 27 | Dry Rubble Flooring under Foundations |
| 28 | Providing and laying cement concrete 1:2:4 ( 1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) excluding the cost of centering and shuttering in:a) Foundations and plinth |
| 29 | Reinforced concrete work in fundation ,footings,base of columns etc. and mass concrete excluding cost of centering, shuttering and reinforcement in:a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) |
| 30 | Reinforced cement concrete in walls ( any thickness ) including attached pillasters, buttresses, plinth and string courses, fillets etc from top of foundation up to floor two level includng finishing and plastering the exposed surfaceswith cement mortar 1:3 I (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centering , shuttering and reinforcement in :a) M20 ( 1 cement: 1.5 corase sand : 3 stone aggregate 20 mm nominal size ) |
| 31 | Reinforced cement concrete in suspended floors, roofs , landings and balconies upto floor two level including finishing and plasteringthe exposed surface with cement mortar 1:3 ( 1cement : 3fine sand ) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centering and shuttering and reinforcemnet with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) |
| 32 | 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 up to 50 m and lift upto 1.5 m. |
| 33 | Reinforcement of RCC work including bending, binding and placing in position complete.B) Tar/TMT steel |
| 34 | Centering and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete. |
| 35 | b) Walls (any thickness) including attached pilasters, buttresses, Plinth and string courses etc. |
| 36 | c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas ( 3.5 m height ) |
| 37 | Steel Sluice gate of size 1.00 m X 3.00 m |
| 38 | Carriage |
| 39 | Steel Benches |
| 40 | Steel Dustbins |
| 41 | SH: Site Development |
| 42 | Clearing of Grass and Removal of Rubbish (Landscaping) |
| 43 | Clearing and Grubbing Road Land |
| 44 | SH: Landscaping and Plantation |
| 45 | Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year) |
| 46 | Half Brick Circular Tree Guard, in 2nd class Brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground (Half brick circular tree guard, in 2nd class brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground, bottom two courses laid dry, and top three courses in cement mortar 1:6 ( 1 cement 6 sand) and the intermediate courses being in dry honey comb masonry, as per design complete) |
| 47 | Maintenance of Lawns with Fine Grassing for the First Year |
| 48 | a) Planting Permanent Hedges including Digging of Trenches (Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart) |
| 49 | b) Maintenance of Hedge for one year |
| 50 | SH: Installation of Solar Street Lights |
| 51 | Design, manufacturing and Supply ofLED based Solar Street Light System as per MNRE, GoI standard specificationwith following component: (i) Solar PV module: 80 wp (polycrystalline silcon)(ii)Battery : LiFePo4 - 12.8v X 30Ah(iii) LED Lamp : 15w white LED with inbuilt MPPT charge controller, automatic sensor(iv)Designer Light Pole : Hot dipped galvanized iron tubular pole of 5M height, 80mm dia and 4mm thickness |
| 52 | Transportation charges of materialat Sl.No.1 above from Ex- work upto sites of installation in Sally Lake |
| 53 | Construction of civil foundation work for errection of pole with cement concrete (CC) 1:2:4, size 350mm x 350mm x 900mm, including materials, earth work and labour charges at assigned location. |
| 54 | Installation, testing & commissioning of LED base solarstreet light system with all its part and accessories as required. |
| 55 | Annual Maintennace Contract(AMC) for 5 years |
| 56 | SH: Parking Shed |
| 57 | Clearing and Grubbing Road Land |
| 58 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)for grading- I Material |
| 59 | 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 cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in- Charge. |
| 60 | SH: Installation of Welcome Gate |
| 61 | Earth work in excavation in all kind of soil(excluding soil containing 50% or more of shingle or small sizeboulders upto 30cm size, saturated soil & rock) including banking in 20cm layers and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions, lead upto 50m and lift upto 1.50m |
| 62 | Providing and Laying in foundations and plinth cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregae 40 mm nominal size) excluding the cost of centring and shuttering. |
| 63 | RCC work in foundations, footings, bases of columns etc. And mass concrete excluding cost of centring and shuttering.M20 (1 cement : 1.5 coarse sand : 3 store aggregate 20 mm nominal size). |
| 64 | RCC work in columns, pillars, piers, abutments, post and struts etc upto floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcementM20 (1 cement : 1.5 coarse sand : 3 store aggregate 20 mm nominal size). |
| 65 | RCC work in lintels, beam and bresumers upto floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcementM20 (1 cement : 1.5 coarse sand : 3 store aggregate 20 mm nominal size). |
| 66 | Reinforcement of RCC work including bending, binding and placing in position completeThermo-Mechanically Treated bars |
| 67 | Centring and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns. |
| 68 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc |
| 69 | Lintels, beam, girders, bressumers and cantilevers etc. |
| 70 | Pre-Cast terrazzo tiles 20 mm thick with marble chips of size upto 6mm fixed on wall on 12mm thick cement plaster 1:3 (1 cement : 3 coarse sand) jointed with neat cement slurry including rubbing and polishing complete with tiles of Light Shades using white cement |
| 71 | Carriage |
| 72 | Providing and Fixing/Installing of Flex board Sinages with green background |
| 73 | SH: cc Drain along Steps and Footpath |
| 74 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. |
| 75 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete |
| 76 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :a) Foundations and plinth |
| 77 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :a) Foundations and plinth |
| 78 | Centring and shuttering including strutting proping etc. and removal of form work for:a) Foundations and plinth. |
| 79 | b) Walls including attached buttresses, pilasters etc. |
| 80 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 81 | Neat cement punning. |
| 82 | Carriage |
AI Tender Summary
Tender Timeline
Feb 23, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedMar 01, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 01, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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