Tourism And Cultural Affairs Department Tender
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Tourism And Cultural Affairs Department Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date14 Feb 2024
Closing Date11 Mar 2024
Tender Amount₹ 7,71,14,667
Costs
EMD
₹ 3,86,000Document Cost
₹ 3,540Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_TCADM_1017626_1Bid Award Id
ViewTender No
etender/Notice 21/2023-24Tender Authority
Tourism And Cultural Affairs Department ViewPurchaser Address
-Website
http://mahatenders.gov.in
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BOQ Items
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Cutting down trees including trunks and branches with girths above 30cm to 60cm and stacking the materials neatly with all lifts and leads of 1000m as directed and earth filing in the depression/pit if any
20
10620
531
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Removal of plants/ ficus growth by pulling out root system embedded in masnory, cutting stem and application of hing/gur/lime formulation as specified by the Architect or other patented chemical biocide treatment such as biocide 'Glycel' (isoproplamine salt of glyphosate) or other chemical as specified by the Engineer in charge etc. complete
265
62805
237
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Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/ structure, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40 mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:-(1) The elevational area of the scaffolding shall be measured for payment purpose.(2) The payment will be made once only for execution of all items for such works.
9710.38
2816010
290
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Dewatering on BHP basis by using water pump including diversion of stream, providing coffer dams, earthern bunds etc. as may be necessary for foundation and other parts of the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)
102
21318
209
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Removing wet silt from canal bed with 15 mtr. Lead and all lift including depositing the excavated stuff etc. Complete as directed.
70.6
6707
95
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Removing the existing cement/ lime plaster of any thickness without causing dust nuisance and stacking the debris upto a distance of 50 m or spreading in the compound and cleaning the site etc. complete.
9653.83
521306
54
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Removing pointing and other epoxy-based hard material from joints and surface area of Basalt stone masonary manually with chisel and hammer or with the help of electric grinders wherever directed by Engineer In charge. Proper care should be taken not to damage the stone during removal.
14135.83
1526669
108
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Dismantling the R.C.C. Work 1: 2: 4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete.
217.63
328403
1509
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Removing brick bat coba including stacking the spoils as directed with all leads, lifts etc, complete..
460.3
302877
658
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Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts etc, complete.
173
100340
580
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Dismantling stone masonary in lime or cement mortar including stacking the materials as directed with all lead, lifts, etc..
66.19
26145
395
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Lowering down the debris obtained from breaking and removing the cement lime plaster/ burnt brick masonary of the first floor by any means without causing dust nuisance and damage to structure, stacking the same as and where directed including cleaning the site complete.
40
45080
1127
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Excavation for foundation in soils of all types, sand, gravel and soft murum, removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete (Lift from 1.5 m to 3.0 m) By Mechanical Means.
37.26
9985
268
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Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.
120.22
293577
2442
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Providing and laying cast in situ 1:2:4 Lime Concrete of trap/ granite/ quartzite/ gneiss metal for foundation and bedding as per detailed specifications and drawings or as directed including bailing out water, centring, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required with fine aggregate, preparing the lime mortar in lime miller and then mixing with coursed aggregate in drum mixer as per specifications including bailing out water, watering etc. complete.
373.65
3567236
9547
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Filling in plinth and floors with approved excavated material in 15 cm . To 20 cm. layers including watering and compacting etc. complete.
3.38
422
125
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Conveying the excavated materials, debris of brick or stone masonary, R.C.C. slab, water proofing, stone members/ materials, cement/ lime concrete, tiles/ marbles/ stone slab/ brick bat coba, etc. upto 5 km, away from the site and cleaning the site properly.
445.63
116755
262
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Providing and fixing solid wooden door of thickness 0.15 m including frame,fixing Big and small motifs, defensive bolts, pivot and pointed nails and providing steel roller, track for movement of wooden shutter etc. complete as directed by Engineer in charge
27
1382805
51215
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Providing and fixing Indian T.W beams, girders, joists, rafters, purlins of size (0.3 m thick) for roofing/ floor/ any wooden members required for pulley systems in talao including scaffolding if necessary etc. complete.
8.46
1407261
166343
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Providing and fixing frame with/ without ventilator of size as specified with Country cut teak wood for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300mm x 40mm x 5mm with oil painting, etc. complete
0.14
29246
208906
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Providing and fixing Country cut teak wood double or single leaf second class fully panelled door shutter with 35mm thick style and rail with 25 mm thick panels with openable fan light as per detailed drawings. Excluding the door frame 60mm x 100mm stainless steel fixtures and fastening and finishing the wood work with oil painting 3 coats. (Excluding the door frame)
3.78
37735
9983
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Providing and fixing Country cut teak wood windows with double leaf 25 mm thick planked shutters without ventilators as per detailed drawings including stainless steel fixtures and fastenings and finishing the wood work with oil painting 3 coats etc. complete
8.64
60609
7015
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Providing and applying melamine polish of required finish to the wood work by spray machine including knotting and preparing the even surface by scraping, applying French polish, scaffolding if required etc. complete.
395.26
340714
862
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Providing and fixing Ductile iron Man Hole Covers/ Strom Water Grating and Grating with frame of Various sizes, weight and types and load bearing capacity as per EN-124, equivalent NECO with prior approval of concerned Superitending Engineer.
300
90000
300
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Providing, fabricating M.S. ornamental railing of simple geometrical design weighing as specified below with country teak wood moulded hand rail 10 cm x 5 cm with winders and newel posts complete if required with 3 coats of french polish or synthetic enamal paint, fixing the M.S. railing securely in floor, wall etc. as directed by Engineer In Charge.a) M.S. ornamental railing weighing 10 kg to 15 kg per sqmt.
247.5
474705
1918
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Providing and fixing in position Guard Railing as per Drg. No.15 Type Cdt.20-4-79, with 3 rows of 40 mm dia. G. I. pipe 30 cm apart and fixed in M. S. channels of section 100 x 50 x 6 mm spaced 2.5 C/c 1: 2: 4 c.c. bedding of size 45 x 30 x 30 cm. as per detailed drawing, with 3 coats of approved of yellow and black paint including necessary excavation in any strata.
58
130036
2242
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Providing Un-coursed Rubble Masonry of trap stones in lime mortar 1:1½, in foundation and plinth as per detailed specifications and drawings or as directed including the stones to be set in the work as received from the quarry, after merely knocking off weak corners and edges with the masons hammer, the stones shall be carefully laid so as to break joints, no joint shall exceed 12.5 mm. (½″) in thickness, every stone shall be set flush in mortar, the face stone shall be for greater size, and good beds, one through stone shall be inserted at least every 0.80 sq. mete (1 square yard), the joints shall be racked out carefully at least 25 mm. (1″) where pointing or plastering to be done, striking joints where no pointing or plastering is to be done, preparing the lime mortar in lime miller, bailing out water, watering and all exposed masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete.
171.95
1712793
9961
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Providing Ashlar Fine Masonry of trap stones in lime mortar 1:1 for Flooring as per the site requirement of size of stone [0.45 x 0.30 x 0.15 Meter] as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″) in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete.
1.4
74712
53366
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Providing Ashlar Fine Masonry of trap (black basalt) stones in lime mortar 1:1 for Walls as per the site requirement of size of stone [0.75 x 0.75 x 0.45 Meter] as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″) in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete.
297.81
13644462
45816
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Providing Ashlar Fine Masonry of trap (black basalt) stones in lime mortar 1:1 for Canopy/Chajja as per the site requirement of size of stone [0.90 x 0.60 x 0.212 Meter] as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″) in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete.
3.06
171344
55995
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Providing Ashlar Fine Masonry of trap (black basalt) stones in lime mortar 1:1 for Brackets as per the site requirement of size of stone [0.60 x 0.60 x 0.30 Meter] as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″) in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete.
1.22
79718
65343
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Providing Ashlar Rough-tooled Masonry of trap / granite stones in lime mortar 1:1½ with size of
stone [0.20 x 0.15 x 0.05 Meter] in superstructure for Kapcha Dome as per detailed specifications and drawings or as including the stones be of approved quality, colour, hard and free from defect of any kind, the faces exposed to view shall have fine dressed chisel draft, 25 mm. (1″) wide all around the edges and rough tooled between the drafts, and on all beds or joints, which shall not exceed 6 mm. (¼″), the stones shall be set in mortar, the stone shall be laid in regular course not less than 30 cm. (12″) in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete.
42.34
2260701
53394
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Providing Block In Course Masonry of trap / granite stones in lime mortar 1:1½ with size of stone [0.60 x 0.60 x 0.40 m] in Superstructure for columns as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, the face of stones shall be rough-tooled, rustic (with or without chisel draft, except at quoins), or chamfered as specified, the beds and joints of all ashlar stones to be dressed perfectly true, square and full, headers shall not be less in length than breadth of ashlar stone plus 45 cm. (1ꞌ6″), the stones shall be set in mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 17.5 cm. (7″) in height, the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, bailing out water, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete.
1.4
85433
61024
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Providing Ashlar Rough-tooled Stone Steps of trap / granite stones in lime mortar 1:1½ with size of stone [0.60 x 0.40 x 0.212 Meter] as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, the stones shall be of exact size and shape, the shall be rough-tooled on exposed surface, holes for balusters should be cut in the steps before they are laid, each stone shall rest at least 3.8 cm. (1½″) on that below it, the beds or joints being in no case more than 3 mm. (⅛″), preparing the lime mortar in lime miller, watering and all steps work when handed over to be perfectly clean and free from all mortar stains etc. complete.
17.29
724122
41881
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Providing/Re-setting Ashlar Rough-tooled Stone Steps of reuse-stones in lime mortar 1:1½ as per detailed specifications and drawings or as directed including each stone shall rest at least 3.8 cm. (1½″) on that below it, the beds or joints being in no case more than 3 mm. (⅛″), preparing the lime mortar in lime miller, watering and all steps work when handed over to be perfectly clean and free from all mortar stains etc. complete.
11.81
96298
8154
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Providing and fixing Trap Stone Paving, Second Sort in lime mortar 1:1½, with size of stone [0.45 x 0.30 x 0.20 meter], as per detailed specifications and drawings or as directed including all stone slabs to of approved quality, hard, even, sound, durable and uniform thickness, the stones to be not finely chisel-dressed on the surface and the course to be of prescribed width, true for top 25 mm. (1″), the joints running true, the stones to be laid with joints not exceeding 8 mm. (5/16″) thick and to be evenly and firmly bedded flush in mortar on the concrete and no hollow left, side to be dressed true and as per shape at least half the depth from the face, preparing the lime mortar in lime miller, watering and all paving work when handed over to be perfectly clean and free from all mortar stains etc. complete.
18
146484
8138
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Providing/Re-setting Stone Paving, Second Sort of reuse-stones in lime mortar 1:1½, per detailed specifications and drawings or as directed including the joints running true, the stones to be laid with joints not exceeding 8 mm. (5/16″) thick and to be evenly and firmly bedded flush in mortar on the concrete and no hollow left, side to be dressed true and as per shape at least half the depth from the face, preparing the lime mortar in lime miller, watering and all paving work when handed over to be perfectly clean and free from all mortar stains etc. complete.
18
40518
2251
... More
Construction of dry rubble flooring around moat wall etc. complete. Thickness of Stone should be more than 230mm) (The base for the flooring shall be prepared to the specified levels and slopes and compacted suitably with hand rammers or other means to have an even bedding.The thickness of flooring shall be made with one stone only. The stones shall then be laid closely on the prepared base in one or more layers as specified and the bond used shall be as specified in the drawing by the Engineer.)
198.72
968163
4872
... More
Making of moulding/ grooving/ chamfering on the surface of the formed stone member, as per given design or drawing, by an expert, artisan craftsman, including light sand papering of the finished member if required.
4320
30240
7
... More
Providing Brick Masonry First Class in superstructure with size of brick 0.17 x 0.12 x 0.06 in lime mortar 1:1½, as per detailed specifications and drawings or as directed including the bricks to be of uniform size, moulded ground, thoroughly well burnt and sound, ringing clearly when stuck with trowel, the bricks to be soaked in water for 12 hours before used, the bricks are to be laid flush in mortar in such bond as directed, as far as possible, bricks of uniform colour are to be selected for the face work when it is not to be plastered, the joints are not to exceed 12.5 mm. (½″), no bats or half brick to be used in the work, racking out joints where pointing or plastering to be done, striking joints where no pointing or plastering is to be done, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete.
18.75
399318
21297
... More
Providing and fixing Indian T.W. planking 25 mm thick for flooring plained on both sides, tongued and grooved including scaffolding, if necessary, and one coat of primer etc. complete.
108
371736
3442
... More
Providing and laying cast in situ 1:1:4 Lime Concrete of broken brick metal for coping or waterproofing as per detailed specifications and drawings or as directed including centring, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required, with fine aggregate, preparing the lime mortar in lime miller and then mixing with coursed aggregate or surkhi in drum mixer, the concrete must be bitten for two days with pouring water as per specifications, scaffolding, watering and all concrete work when handed over to be perfectly clean and free from all mortar stains, etc. complete.
391.37
3642089
9306
... More
Providing injection grouting with a slurry of lime and fine screened sand in proportion 1 : 1 with a proper pressurized jet pump, including cleaning, washing and packing the exisitng cracks or holes in the brick or stone masonry properly upwards with the slurry, scaffolding, curing etc. complete
4851.86
562815
116
... More
Providing Lime Pointing to stone work in lime mortar 1:1 in superstructure, as per detailed specifications and drawings or as directed including all face or visible work shall be pointed, unless otherwise specified and shall be done while the mortar is fresh, the mortar shall consists of lime and fine sand shall not be ground fine but sand should be finer, the joints of the pointed work shall be neatly defined by the pointing, the lines shall be regular and uniform in breadth and the joints shall be raised or flat as may directed, preparing the lime mortar with 640 gram pulp of wood apple (Belfruit) per cubic metre of lime mortar as a bonding material, scaffolding, watering and all work when handed over to be perfectly clean and free from all mortar stains etc. complete
14694.82
5848538
398
... More
Providing 12 mm. thick Rough Cast Lime Plaster in single coat in lime mortar 1:1½ in superstructure, as per detailed specifications and drawings or as directed including all joints in masonry and brick work are to be racked out to a depth of at least 20 mm. and the wall to be washed with fresh water and thoroughly wetted for six hours before plastering, the plaster to be applied in an even and uniform coat well pressed in to the joints and to be well beaten for 1½ days with hand tappers, the plaster should also be well sprinkle during the proses of beating with a mixture of 1.10 kg jaggary and 640 gram pulp of wood apple (Belfruit) in 90 to 135 litre of water, the plaster being wetted occasionally with fresh water while the beating is in progress, all exposed angles and junctions with door frame to be carefully finished, all mouldings shall be worked true to template and drawn neat, clean and level, soffits of arches must true arch of circle, preparing the lime mortar in lime miller with 1.60 kg Gugal (a kind of fragrant gum) and 960 gram chopped hemp (fibre of bhendi or tag ) per cubic metre of lime mortar as a bonding material, of lime as a bonding material, scaffolding, watering and all work when handed over to be perfectly clean and free from all mortar stains etc. complete.
12950.98
11565225
893
... More
Providing Fine Coat Of Lime over rough cast plaster in superstructure, as per detailed specifications and drawings or as directed including the finishing coat is to be applied over rough cast plaster and well-polished with trowel, preparing the lime mortar, scaffolding and watering complete.
12950.98
7135989
551
... More
Stucco work in lime, surkhi and sand (1:1:1) as per traditional practices and design, the mortar should be prepared by grinding mill only. The thickness varies from 10mm to 100mm as per design.
2068.36
6761468
3269
... More
Providing and applying integral fine coat, with addition of colour pigments, as paint to the plain lime stucco plaster in 2 layers, including scaffolding, curing, all leads and lifts, etc. complete. 1) The first coat to be laid is a mixture of fine lime and white washing lime in proportion of 2:1,made smooth with wooden rubbers and very lightly beaten. 2)The finishing coat consisting of fine lime, white washing lime, mixed with the appropriate pigment in 1:2:1 proportion is to be applied and well polished with trowels.
2068.36
2585450
1250
... More
Providing Soil Bag Support to the monument with contractor´s soil in proper layers carefully as directed by Engineer in-charge including filling, tying and conveying the bags, removing the soil bags after work up to a distance of 50 meter beyond the monument area and cleaning the site etc. complete.
366.91
705201
1922
... More
Shifting ( heavy stone) architectural fragments from 50 to 100 m distance by male mazdoors (heavy) with all necessary equipment, tools etc, and stacking it in appropriate location as directed by the Conservation architect within the premises complete. (This item is required for the architectural fragments lying in the gadkot premises.)
5.4
8127
1505
... More
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete (300 mm dia. R.C.C. pipe)
100
93600
936
... More
Kaner plant - Excavating pit with size 0.3 x 0.3 x 0.3m. Removing rubbish and conveying unwanted stuff to a reuired distance as directed. Filling fresh garden soil nad manure in the excavated area in 3:1 proportion to a required height of 0.3m .Mixing garden soil and manure thoroughly, well, levelling, watering on previous night. Planting height healty plant as per specification (Kaner Dwarf - 1.5 - 2m in height) Maintaining till well established by watering, weedings, stirring, Pruning replacing of casualities etc Complete.
200
6200
31
... More
Rose Plant - Excavating pit with size 0.3 x 0.3 x 0.3m. Removing rubbish and conveying unwanted stuff to a reuired distance as directed. Filling fresh garden soil nad manure in the excavated area in 3:1 proportion to a required height of 0.3m .Mixing garden soil and manure thoroughly, well, levelling, watering on previous night. Planting 40 to 50 cms, height healty plant of required rose variety. Maintaining till well established by watering, weedings, stirring, Pruning replacing of casualities etc Complete.
200
36000
180
... More
Mogra Plant - Excavating pit with size 0.3 x 0.3 x 0.3m. Removing rubbish and conveying unwanted stuff to a reuired distance as directed. Filling fresh garden soil nad manure in the excavated area in 3:1 proportion to a required height of 0.3m .Mixing garden soil and manure thoroughly, well, levelling, watering on previous night. Planting one or two year old healty plant as per sepecification. Maintaining till well established by watering, weedings, stirring, Pruning replacing of casualities etc Complete.
200
31400
157
... More
Tagar plant (Double) - (Minimum height to 1 - 1.5M) Digging pit with size 0.3 x 0.3 x 0.3m Removing and conveying unwanted stuff to a required distance as directed. Filling the pit with approed excavated material up to a height of 0.3m and remaining height of 0.6 m with fresh garden soil and manure in 3:1 proportion. Mixing soil and manure thouroghly well, levelling, as directed, watering previous night. Planting two to three year old, Minimum 1 - 1.5 M height, heathy tree sapling as per specifications. Maintaining till well established by watering, weedings, stirring of soil, staking, replacing of casualities etc. Compelete.
200
6200
31
... More
Planting the shady tree (Frangipani) - (Minimum height to 2M) Digging pit with size 0.9 x 0.9 x 0.9m Removing and conveying unwanted stuff to a required distance as directed. Filling the pit with approed excavated material up to a height of 0.3m and remaining height of 0.6 m with fresh garden soil and manure in 3:1 proportion. Mixing soil and manure thouroghly well, levelling, as directed, watering previous night. Planting two to three year old, Minimum 2M height, heathy tree sapling as per specifications. Maintaining till well established by watering, weedings, stirring of soil, staking, replacing of casualities etc. Compelete.
20
9360
468
... More
To carry out polygon Drone survey agencies will use fully autonomous professional survey grade drone and in post process for aerial triangulation required ground control points and benchmarks will be collected by using survey grade dual frequency DGPS-PPK system. After post processing agency will deliver following final output. 1.Geotagged images in JPG format with resolution of 4-5cm/pixel with 70% overlap 2. GCP values in .CSV format. 3. 3D point cloud cover in .las format. 4. digital surface model (DSM) in .tiff format. 5. 2D ortho rectified images in .tiff format with 5cm resolution which gives capability to capture detailed features.
2
46800
23400
... More
Documentation (still photography & videography) of the conservation process(before, after & every 3 months during process)
1
120000
120000
... More
Preparation of 5 - 6 min documentary film on “Udgir fort ” of which will include Script Development, Shooting, Voiceover, Post Production wherever required as per the script
1
500000
500000
... More
Providing cultural and directional signage for information dissemination about the Fort in GRC as per the design and location provided by the conservation architect.
90
360000
4000
... More
Providing lettering as part of the signage (Cultural, directional and informatory) for information dissemination about the fort in GRC as per the design and location provided by the conservation architect.
72
288000
4000
... More
Providing and fixing 90cmx60cm Granite plate engraving 10cm. Height letter, figures including painting the lefters/figures with approved colour and shade complete
6
53832
8972
... More
Providing and fixing Road junction/ Information sign board of size 1.20m x 0.90m. prepared on 16 gauge M.S. sheet with angle iron frame of size 35x 35x 5mm with cross bracing of size 35x 35x 5mm including painting with one coat of zinc cromate stoving primer and two coats each of green/ white background and back side gray stove enamelled, bonded with red retro reflective sheet Engineering grade, border/ letters/ numeral/ arrows, coated with non pealable crystal clear protective transperent coat retaining 100% reflection including two angle iron post of size 65x 65x 6mm of 3.65m. long inflated at bottom drilled on top and painted in white and black bands of 30cm. with 4 Nos. high strength G.I. bolts and nuts of size 10mm dia. and 20mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixingin ground with M-20 cement concrete of 60cm x60cm x75cm size as directed by Engineer-in-chargeetc. complete. Mild Steel sheet with Engineering grade.
2
29388
14694
... More
Precast concrete Dustbins of the specifications as provided by the Conservation architect
15
90000
6000
... More
Precast concrete bench, 3 Seater of RCC precast of the specifications as provided by the Conservation architect.
15
97500
6500
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Providing detailed layout plan of area in scale 1:500 including carrying out contour survey and detailed Engineering plane table Survey with the help of 24 'Alidade. The dolomite area measurement of the plot and structures, trees, overhead line and underground service amenities within the area, with triagular method and giving detaile so the structures, such as total area, type of building and distance from all corner staking trial pit 0.5 x 0.5 x 2.00m.-2Nos. per acre and collection of record from city survey /D.I.L.R. authorities and authentication. The plan shall be traced on 75 micron polyster film and shall be submitted along with three Amonia prints.The contour levels shall be marked at 0.5 Meter intervals. Note:-The items includes- 1) Traversing work with theodolite and steel tape. 2) Levelling Grid Work of the terrain. 3) Detailed Engineering Survey and contouring work of the terrain. 4) Plotting work. 5) Collection of Record. b) Above 1 Acre
25
235975
9439
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