Tender For Proposed Conservation And Repair Works Of( Ram And Lakshma Temple,) Within Gadmandir Monument Premises, Tal. Ramtek, Dist. Nagpur
Tender Value
3.43 Crore
Estimated cost
Bid Submission
30 Nov 2026
16 days left
EMD
1.71 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Nagpur → Maharashtra
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Proposed Conservation And Repair Works Of( Ram And Lakshma Temple,) Within Gadmandir Monument Premises, Tal. Ramtek, Dist. Nagpur
BOQ
| Sl. No. | Item Description |
| 1 | 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 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-incharge. 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. |
| 2 | Removal of plants / ficus grown by pulling out root system embedded in masnory, cutting stem and application of high / gur / lime formulation as specified by the Architect or other patented chemical biocide treatment such as biocide 'Glycel' (iso proplamine salt of glyphosate) or other chemical as specified by the Engineer in charge etc. complete. |
| 3 | Careful Packing ,shifting and stacking of Artifacts/ Photo Frames/ delicate tracery and statuary in gunny bags or in bubble wrap plastic sheeting with masking tape and duck tape to ensure absolutely no damage to the details during the site works |
| 4 | Removal of existing metal cladding sheets carefully, including unscrewing/unfastening bolts, screws or rivets, safely lowering the sheets to the ground without damage, sorting, and stacking them neatly within a lead of 50 meters, including all labor, safety gear, scaffolding/ladders, and tools required for execution as directed. |
| 5 | Dismantling the existing lights, fans, bells, clocks, independent plug points, wiring including circuit mains of all types along with accessories etc. complete as per specification No.WG-DM / PW |
| 6 | Dismantling brick masonry in lime or cement mortar and stacking thematerils as directed with all leads, lifts etc. |
| 7 | Dismantling stone masonry in lime or cement mortar including stacking the materials as directed with all leads, lifts etc. |
| 8 | Lowering down carefully existing stone masonry of the monument manually in proper order including shifting the stone elements up to a distance of 50 meter beyond the monument area and stacking them as directed by Engineer in-charge, removing building rubbish and cleaning the site etc. complete. |
| 9 | Removing doors and windows with frames and stacking the materials as directed with all leads, lifts etc. complete. |
| 10 | Removing cement tiles or marble or polished shahabad floor or dado without bed concrete including stacking the materials as directed with all lead, lifts, etc. complete. |
| 11 | Removing lime or lean cement concrete flooring including stacking the spoils as directed with all leads, lifts etc, complete. |
| 12 | Removing the existing Lime/cement plaster of any thickness without causing dust nuisance and stacking the debris upto a distance of 50metres or spreading in the compound and cleaning the site etc. complete. |
| 13 | Manualy clearing by removing the chockes from Nahni Trap,GullyTrap,Wash basin unit,Sink and WC with the help of required tools for proper functioning the same etc.complete. |
| 14 | Removing iron pipe railing having wooden or R.C.C or C.C or iron posts and stacking the materials as directed etc. complete. |
| 15 | Providing general pest control services to the building to control the nuisance of cockroaches, lizards, pinbores andother insects etc.with 4 operations in a year and monthly check up |
| 16 | Providing and applying a Silicon Base Water Repellent Stone Sealers, on Brick / Stone masonry / Concrete surfaces in Two coats by spraying. Including cleaning / sand blasting for removing dirt / cement mortar patches etc. by force water jet, wire brushing etc. complete. |
| 17 | Dutchman Repairs and restoration of broken and damaged architectural elements of stone structure like columns, pedestals, capitals, brackets, beams, chajjas, cornice, plinth etc. Carefully cutting the damaged portion of stone, preparing the new stone part as per original shape including carving, cutting, drilling, fitting with stainless steel rods and adhesive, finishing the surface as per the original shape, including all material, labour, scaffolding etc. complete. As directed by engineer in charge |
| 18 | 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 existing cracks or holes in the brick or stone masonry properly upwards with the slurry, scaffolding, curing, etc.complete |
| 19 | Raking out joints in lime or cement mortar and preparing the surface for repointing or replastering including disposal of rubbish to the dumping ground within 50 metres lead. |
| 20 | 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 |
| 21 | Crack Stitching 8mm Helibar(SS 304): Providing and fixing of Helifix Hi-fin reinforcement Helibars of 8mm dia, single bar in one slot, MOC Austenitic stainless steel, ASTM 304, having cross section area of 10.5sqmm, pitch 38/40, with ultimate tensile strength not less than 1370 N/sqmm, shear strength 7.2kN, along with Helibond Grout, a special cementitious grout with low expansion, non gassing and injectable with exceptional non shrink thixotropic properties having compressive strength at 28 days of not less than 45 N/sqmm. Including chasing of slot in mortar bed upto a depth of 40mm for HeliBars, cleaning the dust and debris from the slot, making damp with water to achieve good bonding of HeliBar with HeliBond grout in the groove of brick/stone masonry ensuring that it remains tight at the joint after curing, including all tools, tackles and equipments using specified machines, excluding Staging & Scaffolding, at various places where there is crack in brick/ stone |
| 22 | Creating HeliBeam (A structural barrier between the strucutrual crack) using two 6mm Helibars Providing and fixing of Helifix Hi-fin reinforcement Helibars of 6mm dia, two bars in one slot, MOC Austenitic stainless steel, ASTM 304, having cross section area of 8sqmm, pitch 29/30, with ultimate tensile strength not less than 980 N/sqmm, shear strength 5.5 kN of single bar, along with Helibond grout, a special cementitious grout with low expansion, non gassing and injectable with exceptional non shrink thixotropic properties having compressive strength at 28 days of not less than 45 N/sqmm. Including chasing of slot in mortar bed upto a depth of 50mm for HeliBars, cleaning the dust and debris from the slot, making damp with water to achieve good bonding of HeliBar with HeliBond grout in the groove of brick/stone masonry ensuring that it remains tight at the joint after curing, including all tools, tackles and equipments using specified machines, excluding Staging & Scaffolding, at various places where there is crack in brick/ stone/ block masonry as directed by structural engineer in charge/ Helifix |
| 23 | Pinning with cemTie 8mm (SS 304) Providing and fixing of Helifix Hi-Fin reinforcement Helical pins / CemTies of 8mm dia. and specified length into a predrilled hole of not more than 18mm dia. MOC Austenitic Stainless Steel ASTM-304. having crosssection area of 10.5sqmm having helical pitch of 38/48 with ultimate tensile strength not less than 1370N/sqmm along with Helibond grout, a special cementitious grout with low expansion, non gassing and injectable with non shrink thixotropic properties having compressive strength at 28 days of minimum 45N / sq mm and specified length along with Helibond grout. Including drilling of holes for CemTies upto 15 mm more than the specified depth, cleaning the dust and debris from the hole and making damp with water ensuring to achieve good bonding of CemTie with HeliBond in the holes of masonry ensuring that it remains tight after curing, at locations as per instructions provided by structural Engineer in charge/ Helifix, including all tools tackles and equipments using specified machines, excluding Staging & Scaffolding. |
| 24 | CrackBond TE 250: Providing & fixing of CrackBond TE 250ml an injectable special purpose non shrink thixotropic epoxy resin with the help of manual pressure applicator and nozzle, including opening of crack, cleaning and ensuring sealing of cracks of 2mm - 12mm width upto a maximum depth of 150mm. |
| 25 | Polyplus SF Providing and filling of general purpose styrene free resin with the help of manual pressure applicator and nozzle, to be used foranchoring helical bars wherever needed/ specified by structural engineerin charge/ Helifi |
| 26 | 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. |
| 27 | 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. |
| 28 | Providing and fixing frame with/ without ventilator/fanlight of size as specified with Country cut teak wood for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300 mm x 40mm x 5mm with oil painting, etc.complete |
| 29 | Providing and fixing solid wooden door of thickness 0.075 m including frame,fixing Big and small motifs, defensive bolts, pivot and providing steel roller, track for movement of wooden shutter etc. as per Drawings or as directed by Architect.(It is mandatory to use well seasoned and first quality Indian Teak Wood from the Forest Department's FDCML) |
| 30 | Providing and fixing single leaf panelled door shutter without fanlight and shutter 35 mm thick as per drawing consisting of T.W. top rail size100 mm x 35 mm and bottom and lock rail 200 mm x 35 mm insert panel 12 mm thick commercial ply faced T.W. particle board with phenol formaldehyde synthetic resin (Generally confirming to ISI 3097) excluding frame, including stainless steel fixtures fastening and T.W. beading at junction of panels inserts and as instructed by the Engineer incharge including 3 coats of oil painting etc. complete.(It is mandatory to use well seaoned and first quality Indian Teak wood from the forest department FDCML) |
| 31 | Providing, fabricating and fixing 1.0m high Cast Iron hand railing including decorative studs at regular interval, painting with one coat of red oxide zinc chromate primer and two coats of synthetic enamel paint etc complete as directed by Engineer In Chargeod from the forest department FDCML) |
| 32 | Providing and applying melamine polish of required finish to the woodwork by spray machine including knotting and preparing the even surface by scraping, applying French polish , scaffolding if required etc. complete.Note:Thework tobe executedonprior approval of SuperintendingEngineerwill be necessary. |
| 33 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary backfilling, ramming, watering including shoring and strutting etc. complete. (Lift upto 0.00 to 1.50 m.) By Manual Means |
| 34 | Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete |
| 35 | 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 |
| 36 | Providing and fixing Stone Paving, First Sort in lime mortar 1:1, with size of stone (0.45 m.x 0.30 m.x 0.15 m), 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 paving work when handed over to be perfectly clean and free from all mortar stains etc. complete. |
| 37 | Providing/Re-setting Stone Paving, First Sort of reuse-stones in lime mortar 1:1, as per detailed specifications and drawings or as directed including 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, 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. |
| 38 | Providing/Re-setting Ashlar Rough-tooled Masonry of reuse-stones in lime mortar 1:1½ in superstructure as per detailed specifications and drawings or as directed including 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, 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. |
| 39 | Providing Ashlar Fine Stone Steps of trap / granite stones in lime mortar 1:1with size of stone(1mx0.45mx0.2m) 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 fine dressed 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. |
| 40 | Providing and laying cast in situ 1:1:4 Lime Concrete of broken brick metal for 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. |
| 41 | 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 10 km, away from the site and cleaning the site properly. |
| 42 | Providing and fixing Sandstone dustbin as per design and Consultants. |
| 43 | Providing and fixing Sandstone benches as per the design and consultant |
| 44 | Providing and fixing Sandstone Signages as per the design and consultant |
| 45 | Providing and applying multi-stage specialized brass polishing to the Shikhara spire / Kalash cladding at all heights. The work includes thoroughly cleaning the surface of grease, grime, soot, and oxide layer with mild eco-friendly organic acids/tamarind-lemon slurry, rubbing with abrasive brass polish/compounds (e.g., Brasso/tripoli compound), fine polishing with cotton pads/buffing wheels to achieve a uniform mirror-like gloss finish, and applying a clear protective non-yellowing anti-tarnish microcrystalline wax or exterior-grade clear lacquer coat to preserve the sheen, as per detailed technical specifications, drawings, and as directed by the Conservation Architect/Engineer-in-Charge. |
| 46 | Providing and fixing information sign boards of size 1.80 x 0.90 Meter Prepared 16 guage M.S. sheet on frame of M.S. angle of size 35 x 35 x 5 mm with cross bracing of size 35 x 35 x 5 mm including painting with one coat of zinc cromate stoving primer and two coats each of green / white back ground and back side gray stove enamelled, bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows, coated with non peal able crystal clear protective transperent coat retaining 100% reflection including two angle iron post of size 65 x 65 x 6 mm of 3.65 m. long in flated at bottom, drilled on top and painted in white and black bands of 30 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long. Sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete 1 : 4 : 8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer - in - charge etc. complete. Mild Steel Board with Engineering Grade |
| 47 | Documentataion (Still Photography & Videography) of the conservation process (before,after & every 3 month during process) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysDec 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
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