Rejuvenation Of School Pokhra Talab In Ward No. 34 Under Medininagar Municipal Corporation
Tender Value
1.51 Crore
Estimated cost
Bid Submission
20 Aug 2024
0 days left
EMD
3.03 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
medininagar → Jharkhand
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Rejuvenation of School Pokhra Talab in ward no. 34 Under Medininagar Municipal corporation
BOQ
| Sl. No. | Item Description |
| 1 | Excavation for structures (earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of soring and bracing, removal of stumps and otherdeleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil ,Manual means, upto 3 m depth |
| 2 | Back filling in Marshy Foundation Pits (mooram) |
| 3 | Construction of granular sub-base by providing close 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 Grading material II |
| 4 | Construction of base/ sub base of pavement with lean concrete- flyash. |
| 5 | 60 mm thick CC paver block of M-35 grade with approved color, design and pattern |
| 6 | Cast in situ cement concrete M20 kerb (construction of cement concrete kerb with tob and bottom width 115 & 165 mm respectively, 250 mm high in M 20 grade PCC on M 10 grade foundation 150 mm thick, foundation having 50 mm projectionbeyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408). using concrete mixer |
| 7 | Painting two coats of new concrete surface (painting two coats after filling the surface with enamel paint in all shades on new plastered concrete surfaces). |
| 8 | Grassing with Mexican Grass |
| 9 | Planting and maintaining of flowering plants and shrubs Planting flowering plants and shrubs in central vergeunit- running meter 200 plants and 800 shrubs in two rows in one km length of road where width of verge is 3m and above |
| 10 | Maintenance of Flowring Plants and Shrubs in central verge for one year |
| 11 | Excavation for structures (earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of soring and bracing, removal of stumps and otherdeleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil ,Manual means, upto 3 m depth |
| 12 | Spreading of Sludge Farm Yard Manure or/and good Earth |
| 13 | Supply at site of well decayed Farm Yard Manure |
| 14 | Planting of trees and their maintenance for one year planting of trees by the road side (avenue tree) in 0.60m hia holes, 1 m deep dug in the ground, mixing the soil with the decyed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year |
| 15 | Planting and Maintaining of Permanent Hedges Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed ith farmyard manure, supplied at the rate of 4.65 cum per 100 meters and supplying and planting hedge plants 30 cm apart |
| 16 | Maintenance of hedge for one year |
| 17 | Street lighting Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40m apart, 1.8 m overhung on both sides if fixed in median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation |
| 18 | M S bench (3 seater) |
| 19 | Plastic garbage wastebins (aesthetic/ shaped like animals) |
| 20 | 10 HP pump for dewatering of pond |
| 21 | Excavation in soil by manual means Micro digging of pond (cum) |
| 22 | Loading/ Unloading of excavated soil |
| 23 | Cost of haulage of excavated soil |
| 24 | 3.5 core 50 sq mm |
| 25 | 4 core 16 sq mm |
| 26 | Providing and fixing 25 mm x 5mm GI strip on surface or in recess for connection etc required |
| 27 | Wiring for light/ power plug point with 2x4 sqmm FR PVC insulated copper conductor single core cable in surface/ recessed medium class conduit along withno 4 sq mm FR PVC insulated copper single core cable for loop earthing as required |
| 28 | S/F modular type switch socket , 5/6 amp, one way switch |
| 29 | S/F Moduler boxes , base and cover plate; 1 or 2 module (78 x 78 x 45) |
| 30 | Supplying and fixing suitaible size GI box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection, painting, etc. as required |
| 31 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinne copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required (but without MCB/ RCCB/ Isolator)Final distribution board 8 way single door |
| 32 | Supplyig and fixing 6 amps to 32 amps rating 240 volts, 10 kVA, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in existing MC DB complete with connections, testing and commissioning etc. as required 6/32 amp, single pole |
| 33 | Earthwork in excavation in foundation trehches in ordinary soil and disposal of excavated earth as obtained upto a distance of 50 m including all lifts, levelling, ramming the foundations trenches, removing roots of trees, shrubs all complete as per approved design, building specifications and directions of E/I |
| 34 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration |
| 35 | RCC in open foundation complete (RCC M20) |
| 36 | Supplying, fitting and placing un-coated HYSD bar Reinforcement Quantity of Steel = 100 kg/cum |
| 37 | Columns in Boundary Wall (RCC M20) |
| 38 | Beam for Boundary Wall (RCC M20) |
| 39 | Supplying, fitting and placing un-coated HYSD bar Reinforcement Quantity of Steel = 100 kg/cum |
| 40 | Brickwork in(:4) in shpor structural |
| 41 | Plastering with cement mortar (1:3) |
| 42 | MS Grill for Boundary Wall Weight of MS Flat (20 x 6 mm)= 0.8 kg/m |
| 43 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration |
| 44 | Supplying structural steel for main gate |
| 45 | Clearing Grass and Rubbish |
| 46 | Fountain with lightings |
| 47 | Tubular steel railing on medium weight steel channel |
| 48 | Carriage Cement |
| 49 | Sand |
| 50 | Stone chips |
| 51 | Bricks |
| 52 | Steel |
| 53 | Dust |
| 54 | Add 18% GST |
| 55 | Add 1% Labour Cess |
AI Tender Summary
Tender Timeline
Jul 29, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedAug 20, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 21, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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