Tender For Horticulture And Landscaping Work For Development Of Integrated Check Post At Rupaidiha ( U.P. ) Along Indo Nepal Border
Tender Overview
Project Description
Tender For Horticulture And Landscaping Work For Development Of Integrated Check Post At Rupaidiha ( U.P. ) Along Indo Nepal Border
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 12-Jul-2022 | Addendum | Financial Bid | 01-Aug-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. |
| 2 | Supplying and stacking of good earth at site including royalty if any and carriage (earth measured in stacks will be reduced by 20% for payment). |
| 3 | Supplying and stacking at site dump manure from approved source, including carriage (manure measured in stacks will be reduced by 8% for payment) : |
| 4 | Fine dressing the ground |
| 5 | Spreading and mixing of sludge, dump manure and / or good earth in required thickness as per direction of Officer-in-charge (Cost of sludge, dump manure and / or good earth to be paid separately). |
| 6 | Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officerin charge |
| 7 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, 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 or 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 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately) |
| 8 | 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 (2 parts 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 rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) |
| 9 | Holes 90 cm dia, and 90 cm deep (for trees) |
| 10 | Holes 60 cm dia, and 60 cm deep (for shrubs) |
| 11 | Providing and planting different variety of plants of approved quality and sizes as mentioned including making pits of required size at site, refilled with B.C. Soil mixture mannuring and pesticide etc. complete (to be paid separately) including watering and 90 days maintenance from the date of final bill as per direction of engineer in charge complete in all respect (B.C. Mixture paid separately). |
| 12 | TREES |
| 13 | ALSTONIA SCHOLARIS |
| 14 | AZADIRACHTA INDICA |
| 15 | BAUHINIA PURPUREA |
| 16 | BUTEA MONOSPERMA |
| 17 | CASSIA FISTULA |
| 18 | CASSIA SIAMEA |
| 19 | DELONIX REGIA |
| 20 | PLUMERIA ACUTIFOLIA |
| 21 | LAGERSTROEMIA SPECIOSA |
| 22 | SPATHODIA CAMPANULATA |
| 23 | TABEBUIA ROSEA |
| 24 | TERMINALIA CATAPPA |
| 25 | TERMINALIA MANTALY |
| 26 | PALMS |
| 27 | CARYOTA URENS |
| 28 | PHOENIX ROEBELENII |
| 29 | ROYSTONEA REGIA |
| 30 | SHRUBS |
| 31 | ALLAMANDA SCHOTTI ASHFOLIA |
| 32 | BOUGAINVILLEA SPECIES |
| 33 | CALLIANDRA BREVIPES |
| 34 | CASSIA BIFLORA |
| 35 | CESTRUM NOCTURNUM |
| 36 | EUPHORBIA CARACASANA |
| 37 | HAMELIA PATENS |
| 38 | HIBISCUS ROSA SINENSIS ROSE FLAKES |
| 39 | HIBISCUS ROSA SINENSIS SNOW FLAKES |
| 40 | LAGERSTROEMIA INDICA |
| 41 | LEUCOPHYLLUM FRUTESCENS |
| 42 | NERIUM OLEANDER VARIEGATED |
| 43 | TABERNAEMONTANA CORONARIA FLORE PLENO |
| 44 | TABERNAEMONTANA CORONARIA VARIEGATED |
| 45 | TECOMA GAUDICHAUDI |
| 46 | TECOMA STANS |
| 47 | THEVETIA NERIFOLIA |
| 48 | GROUND COVERS |
| 49 | ALTERNENTHERA RED |
| 50 | ERANTHEMUM TRICOLOR |
| 51 | IPOMOEA BATATAS-CHARTREUSE |
| 52 | OCIMUM SANCTUM KRISHNA TULAS |
| 53 | SANSEVIERIA TRIFASCIATA |
| 54 | WADELIA TRILOBATA |
| 55 | HEDGE |
| 56 | ACALYPHA PINK |
| 57 | CLERODENDRUM INERME |
| 58 | DURANTA GOLDEN, |
| 59 | DURANTA REPENS VARIEGATED |
| 60 | MEYENIA ERECTA |
| 61 | LAWN |
| 62 | AMERICAN BLUE-SELECTION-1 |
| 63 | KOREAN CARPET- SELECTION-1 |
| 64 | VARIEGATED ST. AUGUSTINE |
| 65 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 66 | All kinds of soil. |
| 67 | Supply and laying of stone & masonry stone Soling. |
| 68 | Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinthlevel : |
| 69 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 70 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : |
| 71 | cement mortar 1:4 (1 cement : 4 coarse sand) |
| 72 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 73 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 74 | 20 mm cement plaster of mix : |
| 75 | 1:6 (1 cement: 6 coarse sand) |
| 76 | Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect. |
| 77 | Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make |
| 78 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : |
| 79 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 80 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 81 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. |
| 82 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. |
| 83 | Red sand stone - Copping |
| 84 | Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. |
| 85 | Supply &Installation of Geyser Jet & String fall fountain With LED based Lights with following accessories |
| 86 | Geyser jet Nozzle Body - Brass with chrome plated |
| 87 | Flower jet NozzleBody - Brass with chrome plated |
| 88 | Programmable colour changing LEDbased Nozzle mounted light |
| 89 | Programmable colour changing LEDbased floor mounted light Model - CDI 48R FM |
| 90 | Submersible Pump 10HP |
| 91 | Electrical Panel with stardelta starter MCB\"s ammeter, voltmeter, single phasing preventer, indicating lights,etc.Make-CDI, Weather proof body |
| 92 | Controller for above said Light |
| 93 | Electrical work such as submersible cabling, conduting, etc. |
| 94 | Complete plumbing required for the fountain in UPVC pipe (10 Kg Pressure - Finolex/Prince) including necessary control valves etc |
| 95 | Installaton, testing & commissioning |
| 96 | Supply &Installation of Vertical Jet & Water Sheet fountain With LED based Lightswith following accessories |
| 97 | Vertical jet Nozzle Body - Brass with chrome plated |
| 98 | Cascade jet Nozzle Body - Brass with chrome plated |
| 99 | Tulip Nozzle Body - Brass with crome plated |
| 100 | Submersible Pump 3HP Greaves/Kirloskar |
| 101 | Submersible Pump 5 HP |
| 102 | Submersible Pump 7.5HP |
| 103 | Programmable colour changing LEDbased Nozzle mounted light |
| 104 | Programmable colour changing LED based Water proof strip light |
| 105 | SS light stand |
| 106 | Electrical Panel with Stardelta starterMCB\"s ammeter, voltmeter, single phasing preventer, indicating lights,etc. , Weather proof body |
| 107 | Controller for above said Light |
| 108 | Electrical work such as submersible cabling, conduting, etc. |
| 109 | Complete plumbing required for the fountain in UPVC pipe (10 Kg Pressure - Finolex/Prince) including necessary control valves etc |
| 110 | Installaton, testing & commissioning |
| 111 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. |
| 112 | 20 mm dia nominal bore |
| 113 | 25 mm dia nominal bore |
| 114 | 32 mm dia nominal bore |
| 115 | Providing, fixing, testing & commissioning of 15mm dia quartzoid bulb type sprinklers of rating 68 degree centigrade with required accessories : |
| 116 | Pendent Sprinkler |
| 117 | Horizontal side wall sprinkler |
| 118 | Upright Sprinkler |
AI Tender Summary
Tender Timeline
Tender Published
Tender notice published.
CompletedCorrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedBid Submission Deadline
Online submission via eProcurement portal.
CompletedBid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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