Construction Of Green Belt In Indranagar
Tender Value
94.46 Lakhs
Estimated cost
Bid Submission
28 Nov 2019
0 days left
EMD
2 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
INDRANAGAR → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Green Belt In Indranagar
BOQ
| Name of Work:Development work for Indira nagar park in Distt. Dehradun | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description as per BOQ in tender document | Item Code / Make | Quantity | Units | |
| 1 | 1 | Boundary wall & gates | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001113 | 29 | cum |
| 3 | 1.02 | Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete. | BI01010001010000000000000515BI0100001114 | 46 | qtl |
| 4 | 1.03 | centring and shuttering for Lintels, beams, plinth beams girders, bressumers and cantilevers | BI01010001010000000000000515BI0100001115 | 96 | sqm |
| 5 | 1.04 | Brick work with common burnt clay F.P.S ( NON - MODULAR) BRICKS OF CLASS DESIGNATION 7.5 IN Superstructure above plinth level up to floor V level in all shapes and sizes in : cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001116 | 61 | cum |
| 6 | 1.05 | 12 mm cement plaster of mix : 1:6 ( 1 cement : 6 fine sand) | BI01010001010000000000000515BI0100001117 | 475 | sqm |
| 7 | 1.06 | finishing walls with acrylic smooth exterior paint of required shade: New work( two or more coat applied @ 1.67 ltr/10 sqm over & including base coat of water proofing cement paint applied @ 2.20 kg / 10 sqm) ) | BI01010001010000000000000515BI0100001118 | 475 | sqm |
| 8 | 1.07 | steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. In gratings, frames, guard bar, ladder, raillings, brackets, kilogram gates and similar works. | BI01010001010000000000000515BI0100001119 | 7688 | kg |
| 9 | 1.08 | painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade Two or more coats on new work over an under coat of suitable shaded with ordinary paint of approved brand and manufacture. | BI01010001010000000000000515BI0100001120 | 475 | sqm |
| 10 | 2 | LANDSCAPING | BI01010001010000000000000515BI0100001121 | ||
| 11 | 2.1 | Trenching in ordinary soil up to a depth of 60cm including removal and stacking of serviceable materials and then disposing of by spreading and neatly levelling with in a lead of 50m and making up the trenched area to proper levels by filling with earth of earth mixed with sludge or/ and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). | BI01010001010000000000000515BI0100001122 | 737 | cum |
| 12 | 2.2 | suppling and stacking sludge at site including royalty and carriage up to 1 km ( earth measured in stacks will be reduced by 20% for payment). | BI01010001010000000000000515BI0100001123 | 737 | cum |
| 13 | 2.3 | suppling and stacking sludge at site including royalty and carriage up to 1 km ( sludge measured in stacks will be reduced by 8% for payment). | BI01010001010000000000000515BI0100001124 | 737 | cum |
| 14 | 2.4 | uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation | BI01010001010000000000000515BI0100001125 | 2454 | sqm |
| 15 | 2.5 | fine dressing the ground | BI01010001010000000000000515BI0100001126 | 2454 | sqm |
| 16 | 2.6 | spreading of sludge dump manure and /or good earth in required thickness as per direction of officer incharge ( cost of sludge dump manure & / or good earth to be paid separately) | BI01010001010000000000000515BI0100001127 | 491 | cum |
| 17 | 2.7 | mixing earth and sludge or manure in the required proportion specified or directed by the office-in-charge. | BI01010001010000000000000515BI0100001128 | 491 | cum |
| 18 | 2.8 | grassing with 'Doob' grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for mowing including supplying good earth if needed (the good earth shall be paid for separately ). In rows 5 cm apart in either direction . In rows 7.5 cm apart in either direction. | BI01010001010000000000000515BI0100001129 | 2454 | sqm |
| 19 | 2.9 | preparation of beds for hedging and shurubbery by excavating cu.m 60cm deep and trenching the excavated base to a further depth of 30cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge of manure after reduction by 8%) , flooding with water, filling with earth if necessary , watering and finally fine dressing , leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50m lift up to 1.5 m complete (cost of sludge, manure of extra earth to be paid for separately). | BI01010001010000000000000515BI0100001130 | 3 | cum |
| 20 | 2.91 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2parts of stacked volume of earth after reduction by 20% :1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubish and surplus earth, if needed to be paid for separately )Holes 60 cm dia, & 60 cm deep. | BI01010001010000000000000515BI0100001131 | 30 | nos |
| 21 | 2.92 | providing & fixing M.S. flat iron tree guard 60 cm dia & 2 m high, above ground consisting 4 nos 25*6 mm, 2.25 m long & 8 nos 25 flat iron rings in two halves, fixing together at site with required six numbers of 8 mm dia. & 30 mm long bolts, including painting two coats with synthetic enamel paint of approved brand & manufacture over a coat of primer. One name plate of 1 mm thick M.S. sheet of size 250*100 mm shall be welded to the tree guard near the middle height & lettered CPWD / PWD/ any other approved name. The tree guard shall be suitably fixed to the ground by embedding four legs of tree guard in pits of suitable dia to a depth of 25 cm, refilling the pits with soil & ramming, complete in all respect as per satisfaction & direction of officer-in- charge. | BI01010001010000000000000515BI0100001132 | 100 | nos |
| 22 | 3 | DEVELOPMENT WORK | BI01010001010000000000000515BI0100001133 | ||
| 23 | 3.1 | Earth work in excavation by mechnical means ( hydraulic excavator) manual means over areas(exceeding 30 cm in depth.1.5m in width as well as 10sqm on plan )including getting out & disposal of excavated earth lead upto 50m & lift upto 1.5 m ,as directed by Engineer incharge .All kinds of soil | BI01010001010000000000000515BI0100001134 | 158.28 | cum |
| 24 | 3.2 | Earth work in excavation by mechnical means in fundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan),including dressing of sides & ramming of bottoms ,lift upto 1.5m ,including getting out the excavated soil & disposal of surplus excavated soil as directed ,within a lead 50m,.All Kinds of soil. | BI01010001010000000000000515BI0100001135 | 159 | cum |
| 25 | 3.3 | Providing & laying in position cement concrete of specified grade excluding the cost of centering & shuttering All work upto plinth level 1:4:8 (1 cement : 4 coarse sand : 8 graded stone Aggregate 40mm nominal size). | BI01010001010000000000000515BI0100001136 | 138 | cum |
| 26 | 3.4 | Providing & laying or near ground level factory made kerb stone of m-25 grade cement ,concrete in position to the required line ,level & curvature,jointed with cement mortar 1:3( 1 cement 3coarse sand ) ,including making joints with or without grooves (thickness of joints except at sharp curves shall not to more then 5mm),including making drainage opening wherever required complete etc,as per direction of Engineer incharge ( lenght of finished kerb edging shall be measured for payment),(precast C.C Kerb stone shall be approved by Engineer incharge). | BI01010001010000000000000515BI0100001137 | 63 | cum |
| 27 | 3.5 | Providing & laying 60Mm thick factory made cement concrete interlocking paver block of M-30grade made by block making machine with strong vibratory compaction of approved size ,design,& shape laid in required color & pattern over & including 50mm thick compacted bed of coarse sand ,filling the joints with fine sand etc,all complete as per the direction of Engineer incharge | BI01010001010000000000000515BI0100001138 | 766 | sqm |
| 28 | 3.6 | 40 mm thick fine dressed stone flooring over 20mm (average) thick base of cement mortar 1:5(1 cement :5 coarse sand)with joints finished flush .red sand stone | BI01010001010000000000000515BI0100001139 | 400 | sqm |
| 29 | 3.7 | steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. In gratings, frames, guard bar, ladder, raillings, brackets, kilogram gate & similar works | BI01010001010000000000000515BI0100001140 | 1719 | kg |
| 30 | 3.8 | painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade Two or more coats on new work over an under coat of suitable shaded with ordinary paint of approved brand and manufacturer | BI01010001010000000000000515BI0100001141 | 153 | sqm |
| 31 | 3.9 | Excavation foundation for retaining breast walls etc,in all types of soil & rocks including all lead ,lift & disposal of surplus materials as per direction of Engineer incharge as per drawing & technical specifications clause 305.1 of MORD Specification. | BI01010001010000000000000515BI0100001142 | 286 | cum |
| 32 | 3.91 | plain cement concrete & M10(1:3:6 nominal mix) in levelling coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109 | BI01010001010000000000000515BI0100001143 | 86 | cum |
| 33 | 3.92 | Random Rubble stone Masonary laid in 1:6 cement & sand mortar in breast walls retaining walls ,parapets,scuppers etc including supply of all materia,l labour , T& P & Royalties etc complete as per drawing 7 technical specification clauses 702,704,1202 & 1203 of MORD SPECIFICATION | BI01010001010000000000000515BI0100001144 | 792 | cum |
| 34 | 3.93 | Hand packed stone filling in back of walls including cost of all materials royalties ,T& P etc complete as per direction of Engineer incharge (as per PWD UTTARAKHAND SPECIFICATIONS) | BI01010001010000000000000515BI0100001145 | 397 | cum |
| 35 | 3.94 | Plain reinforced cement concrete in open foundation complete as per drawing ,technical specification PCC Grade M20 using concrete mixer | BI01010001010000000000000515BI0100001146 | 14 | cum |
| 36 | 3.95 | providing weepholes in brick massonary /stone massonary,plain/reinforced concrete abutment ,wingwall,return wall with 100mm dia AC pipe extending through the full width of the structures with slopes of 1(V):20 (H)towards drawing phase complete as per drawing & technical specification clauses 614,709,1204,3.7 | BI01010001010000000000000515BI0100001147 | 440 | nos |
| 37 | 4 | PARK FIXTURES | BI01010001010000000000000515BI0100001148 | ||
| 38 | 4.1 | Supply & fixing of cast iron sitting benches for park supply of all materials T& P etc complete in all respect. | BI01010001010000000000000515BI0100001149 | 8 | nos |
| 39 | 4.2 | Supply & fixing of boundary wall light for park supply of all materials T & P etc complete in all respects. | BI01010001010000000000000515BI0100001150 | 18 | nos |
| 40 | 4.3 | Supply & fixing of swinged for park supply of all materials T & P etc complete in all respects. | BI01010001010000000000000515BI0100001151 | 5 | nos |
| 41 | 4.4 | Supply & fixing of swinged for park supply of all materials T & P etc complete in all respects. | BI01010001010000000000000515BI0100001152 | 5 | nos |
| 42 | 5 | ELECTRICAL WORK | BI01010001010000000000000515BI0100001153 | ||
| 43 | 5.1 | Suupplying installation testing & commissioning of astronomical time switch of following configuration to be mounted in feede pillar / lighting dbss for automatic switching on & off of street light & sunset sunrise or twilight with manual override facility with 12/24 hr display format with suitable battery & indication for relay status I/C Programming at sight complete as required to output per phase & suitable for single phase supply | BI01010001010000000000000515BI0100001154 | 1 | nos |
| 44 | 5.2 | Earthing with GI Earth plate 600mm *600mm *6mm thick including accessories & providing machinery enclosure with cover plate having locking arrangement & watering pippe of 2.7 mtr long. | BI01010001010000000000000515BI0100001155 | 2 | nos |
| 45 | 5.3 | wiring for circuit /submain wiring along with earth wire with the following size of FRLS PVC Insulated copper conductor ,single core cabling in surface / recessed medium class PVC Conduit as required 2*6 sqr mm +1*6 sqr mm earth wire | BI01010001010000000000000515BI0100001156 | 120 | mtr |
| 46 | 5.4 | Decorative pole with 27 watt LED lights. | BI01010001010000000000000515BI0100001157 | 7 | nos |
AI Tender Summary
Tender Timeline
Nov 07, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedNov 28, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 29, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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