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Tender For Archaeological Replantation OfJagdamba Mata Temple, At Mouje Pokhrapur, Tq. Mohol, Dist. Solapur., solapur-Maharashtra

Department Of Archaeology and Museums has published Tender For Archaeological Replantation OfJagdamba Mata Temple, At Mouje Pokhrapur, Tq. Mohol, Dist. Solapur.. Submission Date for this Tender is 17-08-2023. Archaeological service Tenders in solapur Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

38979008
Tender For Archaeological Replantation OfJagdamba Mata Temple, At Mouje Pokhrapur, Tq. Mohol, Dist. Solapur.
Open Tender
Indian
Maharashtra
solapur
17-08-2023

Tender Details

Tender For Archaeological Replantation OfJagdamba Mata Temple, At Mouje Pokhrapur, Tq. Mohol, Dist. Solapur.

Key Value

Document Fees
INR 2360 /-
EMD
INR 150000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Archaeological replantation of"Jagdamba Mata Temple", At Mouje Pokhrapur, Tq. Mohol, Dist. Solapur.
Sl. No. Item Description
1Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. 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 upto 0.00 to 1.50 m.) By Manual Means
2Excavation for foundation in hard murum including 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 to 3.0m)By Manual Means
3Excavation for foundation in Hard murum and boulders including 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
4Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the 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)
5Filling in plinth and flooors with contractor"s sand or murum in 15 cm. to 20 cm. layers including watering and compaction etc. complete. Spec. No.: Bd.A. 11 page No. 263
6Providing dry tray/ trap/ granite / quartzite / gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.
7Providing 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.
8Providing Un-coursed Rubble Masonry of trap / granite 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 tobe 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.
9Providing Coursed Rubble Masonry Second Sort of trap / granite stones in lime mortar 1:1½, size ofstonemin. size 45cm to 60 cm X 30cm X 23cm.inplinthasperdetailedspecificationsanddrawingsoras directed including the stones shall be laid in horizontal course, the face of the stones to be hammered and bushing not to be project more than 3.8 cm. (1½?), all stones to be set full in mortar, all side jointsshallbeverticalandbedshorizontalandnotjointsshallbemorethan12.5mm.(½?),the through stones shall be inserted 5 and 6 feet apart in every course, 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.
10Providing Ashlar Facing Rough-tooled Masonry of trap / granite stones in lime mortar 1:1½ with size of stone (45 cm. x 30 cm. x 23 cm.) in superstructureas per detailed specifications and drawings or as directed including t the stones be of approved quality, colour, hard and free from defect of any kind, he 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. (1?6?), the stones shall be set in mortar, the beds or joints being in no case more than 3 mm. (??), 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, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete.
11Providing and fixing Stone Paving, First Sort in lime mortar 1:1, with size of stone 45 cm. x 30 cm. x 15 cm., 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 very finely chisel-dressed on the surface and the course to be of prescribed width, the joints running true, the stones to be laid with joints not exceeding 6 mm. (¼?) 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 pavingwork when handed over to be perfectly clean and free from all mortar stains etc. complete.
12Providing and fixing Stone Paving, Second Sort in lime mortar 1:1½, with size of stone (45 cm. x 30 cm. x 15 cm.), 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 pavingwork when handed over to be perfectly clean and free from all mortar stains etc. complete.
13Providing Ashlar Fine Masonry of trap / granite stones in lime mortar 1:1 with size of stone (45 cm. x 30 cm. x 23 cm. in Plinth 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. (??), 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, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete.
14Providing Ashlar Fine Masonry of trap / granite stones in lime mortar 1:1 with size of stone (45 cm. x 30 cm. x 23 cm. in Superstructure 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. (??), 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, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete.
15Providing Ashlar Fine KARNASHILAS, CAP AND KAKSHASHAN of trap/granite stones in lime mortar 1:1 with size of stone 180 cm. x 90 cm. x 30 cm. in superstructure 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. (%"), the stone shall be laid in regular course not less than 30 cm. (12") in height averaging 4% 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.
16Providingandlayingcastinsitu1:1:4LimeConcreteofbrokenbrickmetalforcopingor waterproofingasperdetailedspecificationsanddrawingsorasdirectedincludingcentring, formwork,laying/pumping,compacting,rougheningthemifspecialfinishistobeprovided, finishing if required, with fine aggregate, preparing the lime mortar in lime miller and then mixing withcoursedaggregateorsurkhi indrummixer,theconcretemustbebittenfortwodayswith pouring water as per specifications,scaffolding, wateringand all concrete work when handed over to be perfectly clean and free from all mortar stains, etc. complete.
17Providing soil bag support to existing temple inner & outer side or below arches or slab of any structures, lowering, taking care for no carved stone is to be dammage, while lowering Down the stone members of temple including excavation in soil, filling bags with excavated soil, tying bags and conveying, stacking in layer to layer as per requirement etc. complete.
18Providing Rectangular Coping Cut-stone First Sort, 20 cm. (8?) height and 52.5 cm. (1?9?) wideof trap / granite stones in lime mortar 1:1with size of stone (100 cm. x 60 cm. x 20 cm.) as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hardand free from defect of any kind, the stone shall be dressed full or to template, exposed face of thestones shall be fine chisel-dressed and all joints shall be in line and close and not more than 3 mm.(??) thick, preparing the lime mortar in lime miller, scaffolding, wateringandall coping workwhen handed over to be perfectly clean and free from all mortar stains etc. complete.
19Providing and fixing Window With Iron Bars and Plank Shutters (0.90 m. x 1.20 m.) with frame of 75 mm. x 87.5 mm section and plank shutters double leaf as per detailed specifications and drawings or as directed including the best quality and well-seasoned Moulmein teak, to be properly framed and mortised together, vertical planks of 25 mm. (1?) thick and 13.10 cm. (5½?) width connected together by 3 horizontal ledges of 25 mm (1?) thick and 7 cm., (2¾?)width screwed across the back of the window, the boards to be planed, tongued and grooved, 18 mm. diameter round or 18 mm. square iron bars passed through a central rail and fixed vertically at 75 mm. (3?) centre to centre in to the head and sill of the window frame, 50 mm. x 6 mm. central, top and bottom iron flats each leaf to be hung with 2 iron butt hinges 100 mm. with screws, handle 100 mm., 3 tower bolts 10 mm. dia. & 150 mm. length and pair of hooks & eyes 150 mm. all of iron etc. complete.
20Providing and fixing Teak Wood Ledged Door (1.20 m. x 2.10 m.) with frame of 100 mm. x 125 mm section and Ledged shutters double leaf as per detailed specifications and drawings or as directed including the best quality and well-seasoned Moulmein teak, to be properly framed and mortised together, vertical boards of 38 mm (1½?) thick and 17 cm. (3?)width connected together by 3 horizontal ledges of 38 mm (1½?) thick and 7.5 cm. width screwed across the back of the door, the boards to be planed, tongued and grooved, each leaf hung with 3 iron strap hinges 125 mm. with iron screws, furnished with pair of aldrops 16mm. diameter & 300 mm. length, pair of patent handles 150 mm., pair of tower bolts 10 mm. dia. & 200 mm. length, tower bolt 10 mm. dia. & 200 mm. length, and pair of hooks & eyes 250 mm. all of irons etc. complete.
21Providing and fixing country teak wood common rafters, purlins and purlin cleats, hip rafters, jack rafters, ridges, wall plates, post plates and posts for roofing etc. including scaffolding, if necessary, all iron work and one coat of primer etc. complete.
22Providing and fixing colour coated Zincalume ( R ) AZ150 ( min 150 gms/sq.mt. total on each side )profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 mm Base Metal Thickness (BMT ) (0.5 mm TCT ), Hi-strength steel with min.550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% aluminium 43.4% zinc 1.6% silicon) with COLORBOND ( R ) steel quality super durable polyester paint coat ( with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom. 950-1050 mm effective cover width and nominal 25-30 mm deep ribs with subtle square fluting in the five pan at nominal 180-250 mm center- to-center. The end rib shall be designed for anti-capillary groove. and return leg. The feed material should have coil manufacturers product details marked a regular interval. Including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated, Hex head, self-drilling screw etc. complete. (weight of profile 4.52 Kilogram/Square Metre)
23Providing and fixing Mangalore tiled roofing with class "AA" tiles including securing the last course of tiles near the eaves with steel flat 40 mm x 3 mm and 1.22 mm wire fixing country teak wood sloping battens of 25 x 12 mm teak wood horizontal battens of 50mm x 25mm over the slopping battens, all iron work and coal tarring the battens etc. complete (Excluding ridge and hip tiles).
24Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. columns as per detailed designs and drawing or as directed including Steel centering formwork, cover blocks laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)
25Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.
26Shooting of still photographs outdoor and indoor of Before and After Conservation work of Temple premises and other worksetc, in District and outside dist. At any distances .5"x7" Size Matt finish ,set of 3 copies
27Providing Video documentry film 12 to 15minutes with drone video shooting,editing, script writing, voice over recording, title music of Video shooting of Before and After Conservation work of Temple premisesindoor/ outdoor in District anydistance preparing site, lightning arrangements, hire vehicle, labors, scaffolding, various lables if required etc. complete.
28Providing and fixing precast benches of size 1.80x0.75mwith two leg support of thickness 75mm, M20 Concrete with situ finish with backrest to be placed above the platform edjes lines/periphary etc. Complete in all respects as per the Design & Instructions of the Engineer Incharge including all taxes, transportation charges, loading, unloadning etc, complete. Basic Rate (as per market rate)
29Providing skilled assistant staff on site for supervising conservation and repairs work as per the direction of Enginer-in -charge / ADA.
30Archaeological Documentation of all the Monument premises parts, fixed and loose sculptures, antiquities, pottery, paintings, manuscripts, and all other ancient art objects located within the premises. It would further require correlating the same with history of the Monument and the region, which would help in building and showcasing art remains.The work would be based on principles and format of the ‘Monument Survey’.The work would involve thorough archaeological exploration and survey on individual capacity, with the technical report prepared in prescribed digitalized format.
31Providing Senior Surveyor/ Research Assistant/Architect for preparation of existing/proposed drawings and giving markout on site as per the direction of Enginer-in -charge / ADA.
32Preparing Lawn (20 cms. Depth) Excavating the ground 2 Preparing Lawn (20 cms. Depth) Excavating the ground to a required depth of 20 cms. Removing & conveying unwanted stuff to a required distance as directed. Filling fresh garden soil/silt & manure in xcavated area in 3:1 proportion to a height of 20 cms. Mixing garden soil and manure thoroughly, well, leveling, watering on previous night. Planting required variety of lawn grass as directed and maintaining till well established by watering, weeding, clipping, rolling, etc. complete.
33Planting large flowering/shady trees:- (Minimum Height to 1 Mtr.)Digging pit with size 0.9 m × 0.9 m × 0.9 m Removing & conveying unwanted stuff to a required distance as directed. Filling the pit with approved excavated material up to a hight of 0.30 m. and remaining height of 0.60 m. with fresh garden soil & manure in in 3:1 proportion. Mixing soil and manure thoroughly well, leveling, as directed, watering previous night. Planting one or two year old,minimum 1.0 mtr. mtr. hight, healthy tree sapling as per specifications. Maintaining till well established by watering, weedings, Stirring of soil, staking, replacing, casualaties etc.complete.
34Providing Junior Engineer for day to day supervision of existing site, recording measurement book giving markout on site preparing, preparing drawing and report.
35Providing and submitting in detail for C-14, fibre mould, X-ray, CT-scan, 3D Facial recreation and DNA Etc. as per Quotation..Lumpsum amount
36Specialised stone cleaning to remove oil or emulsion paint, stains or dark patches, layers of Impervious coatings. cementatious layers, rust stains from surface of stone with chemicals, thinners, solvents, or soft Teepol type soap solution or by pressure jet machine (As specified by Consulting Architect). A gentle use of air abrasive tools may be permitted as long as no damage to the original surface is ensured. It may include usage mechanical tapping, chemical of surfactant or solvents, patent cleaning product or use of pressurised micro abrasives as necessary. Test patches would need to be undertaken to assess efficiency of technique prior to work. Removal to be followed by water washing. The surface shall finally be cleaned by hand rubbing and rinsing with clean water to obtain nearly original surface, colour and texure.
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