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Tender Value
₹36.5 L
EMD Value
₹36,461
Closing Date
7 May 2026, 3:00 pmClosed
Director of Archaeology and Museums, A P Hyderabad
Bapu Museum MG Road Vijayawada
Balance works for re construction of Sri Siva Temple (shifting of temple) at Kondaveedu, Palanadu District, Andhra pradesh
925678
NITNo.D1/06/2026, Dated: 22-04-2026
OPEN - NCB
Renovation/ Sculpture related works
PALNADU
11 documents required · 11 mandatory
₹1,291
₹36,461
22 May 2026
23 Apr 2026
23 Apr 2026
Earth work excavation for foundations and depositing at site with an initial lead of 10 Mtrs and lift of 3 Mtrs in Loamy and clayery soils like black cotton soils, red earth and ordinary gravel including all operational, incidental, labour charges such as shoring sheeting planking etc complete for finished item of work.
Filling Sand in trenches, sides of foundations, basement etc. from approved quarry /available sources in layers not exceeding 15cm. thick, consolidating each deposited layer by watering and ramming, and conveyance of sand, and water to work site and all operational, incidental, labour charges, etc. complete for finished item of work as per SS 309 and 310
Laying P.C.C. ( 1:5:10) metal including cost and conveyance of materials, labour charges, machine mixing , pourning, ramming etc., including all taxes incidental charges etc., and all directions of departmental authorisation complete.
R R Masonry in C.M (1:6) material stones from approved quarry including cost and conveyance of all materials like cement,sand ,water stones etc, from approved quarry,to site & other taxes on all materials including labour for cutting stones to required size and shape,mixing, of cement,mortar ,construction ,scaffolding charges,curing etc, complete for finished item of work in in foundation and basement
CRS Masonry in L.M (1:2) 1 st Sort prop using 1st sort and cutting required and size including cost and conveyance of all materials like lime,sand ,water stones etc, from approved quarry,to site and including seigniorage charges,sales & other taxes on all materials including labour for cutting stones to required size and shape,mixing, of cement,mortar ,construction, scaffolding charges,curing etc, complete for finished item of work in in foundation and basemen (BLD-CSTN-4-2)
supply and fixing M S angle 50x50x6mm including the cost and conveyance and fabrication charges etc complete,3m c\c
Providing Chain link mesh fencing by using 50 x 50mm, 8 gauge Iron Chainlink mesh including by using 2"x2" angular @2.0mts C/c by excavating pits of size 0.6ox0.60x0.60m and providing Lime Concrete (1:3:6) mix using 20mm size HBG metal balance depth including cost and conveyance of all materilas to wrok site, excluding cost of lime concrete ,pits and labour charges etc., complete for finsihed item of work.
Flush pointing with L.M (1:2) prop to CRS masonry including cost and coveyance of all material in site . Curing labour charges etc.complete for finished item 10 Sqm
Re construction of the architectural temple mandapams prakharaby lifting the architectural members to their orginal postion sent in well grinded Lime Mortor (1:2) with additives/natural in ingredients like karakkai, jaggery mixed in proporation well grined allowed for fementation regnined and used as a special mortor for re-construction. Filling the core using granite rubble mixed with LM(1:2) including sealing the joints, pointing with the same mortor hire charges of scafolding hire charges of equipment and fixing them in postion without affecting the orginal architecture necessary lead charges, lift charges etc., complete all as per specification at all heights.
Laying P.C.C. ( 1:5:10)Core filling using 40mm metal including cost and conveyance of materials, seigniorage charges , labour charges, machine mixing , pourning, ramming etc., including all taxes incidental charges etc., and all directions of departmental authorisation complete.
Providing lime Concrete ( 1:3:6) using 20mm HBG metal including cost and conveyance of materials, seigniorage charges , labour charges, machine mixing , pourning, ramming etc., including all taxes incidental charges etc., and all directions of departmental authorisation complete.
Providing and laying surkhi concrete over the roof after removal of the old decayed surface and disposing of the unserviceble material and laying surkhi over the roof using brick aggregates of 20mm down size obtained from first class burent brick mixed with slaked lime of C class as per IS712 burent quick lime sutable for structural purposes well slakedand mixed in proporation using mechanical mixers to the reruried consistency and laying the e concrete terracing on roofs with 12mm metal aggregate and 50% lime motar 1:2 ( 1 Slaked lime : 2 Surkhi) rammed and finished with gur and belgiri treatment complete including rounding of junctions with parpet wall complete even surface and the whole concrete shall be cured by sprinkling the water constantly the include all material ,labour, scaffolding,hire charges of machinery etc complete all as per specifications at all heights
Laying impervious caot to roof surface with L.M(1:2) 20mm thick with 1 kg of water proof compound per bag of cement laid over roof when it is green including cost of all materials, seigniorage charges excluding conveyance charges of materials and including all operational, incidental and labour charges ofr mixing mortor, laying, lendering smooth and thread lining, curing, rounding off junctions of wall and slab etc.,complete for finished
Supply and transportation of new granite stone including the cost and conveyance of all matereoal and labour cost
Supply of soft granite cutstone slabs for flooing from approved quarry including cost and conveaynce etc., complete with the specifications like (a) The size of the stone slab should not be less than 0.61mx045m(2'- 0'x1'-6") (b) The thickness of the stone slabs should not be less than 100mm (4") in all sides (c) The top of the slab should be dressed with the following dressings properly (d) All the sides of the slabs should be dressed with following dressing to a depth of 40mm (11/2") fromtop surface to suit proper alignment and jointing with side slabs (e) The slabs should be laid horizantally and joined property to alignent over sand bed (excluding cost of sad bed) cement mortor bed (f) The joint of the slab should not be more than 6mm(1/4" thick) (g) The slabs should be jointed with CM(1:3) and the mortor should not come over the slab for the above item the rate is including cost and conveyance of all materials to site of work including necessary labour charges dressing laying jointing but excluding cost of and for bedmortor the bed will be paid under relevant item (Cement mtoor of 0.0005 Cum Sqn should be used for joints) for cost of stone at site
Labour charge for jointing soft granite for complete for finished item of work and as directed during execution by the departmental officers
soft three line palamana dressing , include labour and necessary materaial chargesetc,, complete for finished item of work and as directed during execution by the departmental officers
Three line hard palmana dressing to temple Stamamvergam(inside and outside wall) and roof stone outer face including cost of tool making material like chisels,charcoal for furnace etc..for dressing and labour charges
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