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| 1 | Conservation and Restoration of Ranchhor Ji Temple, Village Dhojari, Lalitpur (U.P.) |
| 2 | DISMANTLING WORK Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 3 | Demolishing brick work manually/ by mechanical means including stacking of serviceable materialand disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In Lime Mortar |
| 4 | Dismantling old plaster or skirting raking out joints and cleaning thesurface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 5 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer in-charge. |
| 6 | Dismantling stone slab /Marble flooring laid in cement mortar includingstacking of serviceable material and disposal of unserviceable material within 50 metres lead. |
| 7 | Numbering the monument elements in proper order before lowering down with approved colour and shade as directed by Engineer in-charge, including ladder, scaffolding etc. complete. |
| 8 | Loweringdowncarefullyexistingstonemasonryof themonumentmanuallyinproperorder including shifting the stone elements up to a distance of 50 meter beyond the monument area and stackingthem asdirectedby Engineerin-charge,removingbuilding rubbishandcleaning thesite etc. complete. |
| 9 | MALBA DISPOSAL Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 10 | CONSOLIDATION WORK& MASONRY WORK Dutchman repairs of stone sections that severely distressed, reinstallation of new Black basalt stone piece to match existing stone as a fascia of minimum 75mm depth of similar colour and texture and size. The size of the stone piece would be approx. of 150 x 200 mm to 600x 300 mm . The fixing of the new stone would employ mortar grout and anchoring technique after neatly cutting out damaged stone profile using one of the following tehnniques : a) Stainless steel pins of 6mm dia threaded at end |
| 11 | \" Random rubble masonry with hard stones in super structureincluding levelling with lime concete (1lime : 3 surkhi : 6coarse sand) with 40mm stone aggregate in lime mortar: 1:1:1(1 Lime :1 Surkhi : 1 Coarse sand) at window sills, ceiling level and like.\" |
| 12 | Stone work in plain ashlar masonry in super-structure upto floor five level in lime mortar1:1:1 (1 lime : 1 surkhi : 1 coarse sand) including pointing with lime mortar and anadmixture of pigment matching the stone shade.Both face dressed White sand stone |
| 13 | Providing/Re-setting Ashlar Fine Masonry of reuse- stones in lime mortar 1:1 in superstructure asper detailedspecificationsanddrawings oras directed including the stonesshallbesetin fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course, 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. |
| 14 | Traditional brick masonry with special brick size as per siteNanakshahi /Lakhoriin lime mortar in propotion similar to the existing traditional lime mortar 1:1:1 (1 lime : 1 surkhi: 1 coarse sand) after removing the damaged and out of plumb masonry from the historic structure |
| 15 | Providing & fixing new sandstone chajjas (of approved quality). (As per existing size length x width 600 to 750 and thikness 50-75 mm) by replacing damaged/ missing stone chajja, wherever required as per old existing design,including cost of dismantling/ making of wall/ parapet where chajja is inserted/fixed following existing design & construction details. Item includes cost of safety measures/ use of specified equipment for workers of building requiredto complete the work at all heights & including all leads and lifts.( External edge of the chajja will be measured for payments.) |
| 16 | WATERPROOFING OF ROOF Providing and laying position lime concrete with graded brickaggregate 20 to 25 mm size an 50% composite lime mortar1:1:1 ratio (1 lime : 1 surkhi : 1 coarse sand) mixed withbelgiri, gur & jute (fibre) in roof terracing including supply ofall materials labour T. & P. etc. required for proper completionof work |
| 17 | Providing and fixing sand stone water spout as per traditional design with overhang of not less than 600 mmor as per instruction and made from single piece stone as per drawingincluding the same as per mark/ approved location with traditional system . |
| 18 | FINISHING Lime Surkhi Plaster 1:1:1 (1 lime : 1 surkhi: 1 coarse sand)including preparation of mortarby traditional practice (by grinding) in 3 course for base coarse and subsequent course & Loi, tamping, beating, till the shrinkage cracksdisappear. The work is to be done with all leads and lift as the work is ofrestoration nature as per Archaeology practice on old walls and othersurface including removal of old loose and decayed plaster, each coat to bedone after 3 days of previous coat.Lime plasteringin layers up to 50 mm thickness to match with the original |
| 19 | Stucco work in traditional lime puttymortar as per traditional practiceslime plaster in threecoats the decorative /curved surfaces& corner as per original evidence at site. With composite limemortar 1:1:1 ratio (1 lime : 1 surkhi : 1 coarse sand)and design maintaining beetles and curves by using mold(sancha) of pattern, the mortar should be prepared by grinding mill only. The thickness varies from 50 mm to 100mm as per the design. (For Special Condition) |
| 20 | Lime punning with a mixture of lime putty (screened and pressed through) and marbledust mixed with Gur, Bilgri, Urd and other ingredients followed by grinding to fine consistency for smooth finishing of mix 1:2 (1 lime : 2 marble powder). |
| 21 | CHEMICAL CLEANING OF STONE Removing white or colour wash or oil, grease, paintetc. in multiple layers under thesupervision of trained conservator from exposed stone wall or from rendered brick or lime plaster orstone wall at all heights by scrubbing with bristle bruses applying hot/ warm waterwherever necessiated. A gentle use of air abrasive tools may be permitted as long as nodamage to the original surface is ensured. The surface shall finally be cleaned by handrubbing and rinsing with clean water to obtain nearly original surface, colour and texure. (The rate shall include all the above operations, cost of material, tools and tackles etc.including errecting the scaffolding and dismantling the scaffolding after the work iscompleted.).Work to include all material costs and to be executed by art conservators with minimum 3 years experience in wall painting conservation under continuous on-site supervision of senior art conservator having minimum 10 years experience in the field of wall painting conservation. |
| 22 | PLINTH AND GATE PART FLOORING Earth work in excavation by manual 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 sidesand ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (No extra lift is payable if work is done by mechanical means) |
| 23 | 40 mm thick rubbed stone flooring over 20 mm (average) thick base oflime mortar 1:3 (1 lime :3 coarse sand) with joints 3 mm thick, sidebuttered with lime mortar 1:2 (1 lime : 2 stone dust) admixed with pigment to match the shade of stone and pointing |
| 24 | Re-setting ofExisting stone flooringof courtyard with matching stone size and thicknessincluding change of damaged /brocken floor and reseting as per original designover 20 mm (average) thick base of lime mortar 1:3 (1 lime :3 coarse sand) with joints 3 mm thick, sidebuttered with lime mortar 1:2 (1 lime : 2 stone dust) admixed withpigment to match the shade of stone and pointing |
| 25 | Providing and laying lime concrete in foundation, footings,bases of columns etc.of specified grade excluding cost ofcentering and shuttering Withbrick aggregate 20mm nominal size and 40% mortar comprising of (1 lime putty : 1 surkhi: 1 coarse sand) |
| 26 | DOOR SHUTTER Providing and fixing new doorsshutters of 1st class well seasonedand chemically treatedlocal salwood (of approved quality)single/double leaves 40-50 mm thick fully/partialyglazed openable shutters, panneling of door in woodas per the existing original design and patternas instructed by the Consultantsincluding all necessary fitting/ hardware like screws, nails,metal spikes ,ornamented nails ,metalpatternsof flower, metal ribets , parliamentary hinges, tower bolts, handles, traditionalMS handmade nails, traditionallocking system (hook and chain),of the same design, material, size and weight, etc. Item to also include making all the mouldings and design of the panels as in the original detail with all beading, patti, carving, marking . Item also include all leads, lifts and carriage upto all heights including necessary framework/scafolding etc required to complete the task. |
| 27 | Contractor to ensure that moisture content of wood is well within IS codes andAny timber found unseasoned shall be rejected. All timber to be free of knots, cracks etc..Item also includes Anti termite treatment of wood before fixing the frame at site, coating/painting of section of embedded timber coming into contact with masonry with tar application/ solignum. Overall Length and width of the shutter /panel will be measured of final finished product for the purpose of area calculations & payments. Melamine polishing on wood work (one or more coat). Melamine polishing on wood work (one or more coat). |
| 28 | SCAFFOLDING & SUPPORT FRAME Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner asper requirement of site, made with 40mm 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. sqm 159.90 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. |
| 29 | TUBE WELLBORING WITH PUMP(90 RM) Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge. Upto 90 metre depth below ground level. Rocky strata including Boulders (300mm dia) |
| 30 | Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia,conforming to IS: 12818, including required hire and labour charges, fittings& accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia |
| 31 | Supplying, assembling, lowering and fixing in vertical position in bore wellunplasticized PVC medium well screen (RMS) pipes with ribs, conformingto IS: 12818, including hire & labour charges, fittings & accessories etc.all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia |
| 32 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mmto 2 mm in recharge pit, in required thickness over gravel layer, for all leads& lifts, all complete as per direction of Engineer -in-charge. |
| 33 | Development of tube well in accordance with IS : 2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sandcontent (beyond permissible limit), with required capacity air compressor,running the compressor for required time till well is fully developed,measuring yield of well by “V” notch method or any other approved method,measuring static level & draw down etc. by step draw down method,collecting water samples & getting tested in approved laboratory, i/cdisinfection of tubewell, all complete, including hire & labour charges ofair compressor, tools & accessories etc., all as per requirement anddirection of Engineer-in-charge. |
| 34 | Providing and fixing M.S. clamp of required dia to the top of casing/housingpipe of tubewell as per IS: 2800 (part I), including necessary bolts & nutsf required size complete. 200 mm nominal size dia |
| 35 | Providing and fixing Bail plug /Bottam plug of required dia to the bottam of pipe assembly of tubewell as per IS:2800 (PART-1) 150 mm nominal size dia |
| 36 | Providing and fixing G.I. pipes complete with G.I. fittings including trenchingand refilling etc.(Column pipe) 32 mm dia nominal bore |
| 37 | Supply & Installation of 2 H.P. Submersible Pump with control panel, support wire etc. complete. |
| 38 | Water supply tanker of 5000 litre capacity |
| 39 | Supply and fixing of nylon jali around the slotted pipescomplete as required.Up to 10 meter |
| 40 | Supply and fixing of finolex of copper cable ISI marked submersible cable of size 2.5 sq mm 3 core |
| 41 | PROVISION FOR WATER COOLER & BENCHES Providing and fixing of water cooler with construction of ms shed as per approved designin ms frame with acp sheet clad, and concrete base including supply and fixing of water coller ofReputated brandi.e.Bluestar,Voltas,LGetc with 20 L of Cooling Capacity per hour 20L of Storage Capacity per hour1 faucet/tap made of stainless steel Dimension is 44cmx44cmx115cm(widthx depth x height)The water cooler gives 100 glasses of water perhour It has ecofriendly refrigerant R-134a,ServiceType-Onsite,with installation on site , including water tank ,cpvc piping and ms shade with coveringM.S.flats,angles,channels I-section,H-section etc.riveted,bolted or welded in built upsections, trusses and framed work, for shed including Water Storage Tank and Water cooler as per required design and size- Height of shed 3 mtr x 1.2 x1.2 mtr |
| 42 | Provising and fixing 3 - Seater Stainless Steel Benches and With Back Rest surface mount stainless steel bench as per specification . as directed by Engineer incharge/ Architect,and including all leads, lifts and carriage. All complete. |
| 43 | GST Extra as per applicable |
