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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.5 LAccepted-Finance 1103 ARUNACHAL BUILDING 19 BARAKHAMBA ROAD NEW DELHI 11000 | 11000 | ₹36.5 L | L1 | Accepted-Finance Quoted lowest amount. |
| 2 | L2₹36.8 LRejected-Finance | ₹36.8 L | L2 | Rejected-Finance Quoted higher amount than L1. |
| 3 | Rejected-Technical 307 AGGARWAL PLAZA L S C CU BLOCK PITAMPURA DELHI 110088 | NORTH | DELHI | 110088 | - | - | Rejected-Technical Technically disqualified |
| Sl No | Description | Qty | Unit | sovereign enterprise L1 | ABHUJI PANAJI VANZARA L2 |
|---|---|---|---|---|---|
| 1.00Execution of work under following items | |||||
| 1.01 | Earth work excavation by mechanical 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 sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m including cost of labour and conveyance of material etc. complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge) | 7.38 | Cu.mt. | 205 ₹1,512.90 | 210 ₹1,549.80 |
| 1.02 | Towards excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m including cost of labour and conveyance of material etc complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge) | 30 | RMT | 415 ₹12,450 | 420 ₹12,600 |
| 1.03 | Towards providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : "1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) including cost of labour and conveyance of material etc complete and as directed by site in-charge (Including all the materials & labour charges etc. complete as direction by site in charge) | 7.26 | Cu.mt. | 7,300 ₹52,998 | 7,310 ₹53,070.60 |
| 1.04 | Towards providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) including cost of labour and conveyance of material etc complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge) | 0.19 | Cu.mt. | 10,000 ₹1,900 | 10,100 ₹1,919 |
| 1.05 | Towards Coursed Rubble Masonry (first sort) with hard stone in foundation and plinth with cement mortar 1:6 (1 cement : 6 coarse sand) including cost of labour and conveyance of material etc complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge) | 1.14 | Cu.mt. | 7,900 ₹9,006 | 7,910 ₹9,017.40 |
| 1.06 | Towards reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) including cost of labour and conveyance of material etc complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge) | 2.73 | Cu.mt. | 10,000 ₹27,300 | 10,100 ₹27,573 |
| 1.07 | Towards centering and shuttering including strutting, propping etc. and removal of form for all heights including all cost of labours and conveyance of material etc complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge) | 25.64 | Sq.mt | 605 ₹15,512.20 | 615 ₹15,768.60 |
| 1.08 | Towards steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth leveL Thermo-Mechanically Treated bars UPTO PLINTH. Total R.C.C. Up to Plinth Level in Cum=Steel is Provided @ 125 Kg./ Cum of R.C.C cost of labours and conveyance of material etc complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge) | 303.5 | Kg | 85 ₹25,797.50 | 90 ₹27,315 |
| 1.09 | Towards brick work with common burnt clay F.P.S.(non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of labour and conveyance of material etc complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge) | 7.05 | Cu.mt. | 8,500 ₹59,925 | 8,510 ₹59,995.50 |
Tender Value
₹36.7 L
EMD Value
₹91,818
Closing Date
27 Dec 2025, 3:00 pmClosed
Superintending Archaeologist
Superintending Archaeologist, Puratattva Bhavan, Nr Central Library, Mandvi, Vadodara
Earth work excavation by mechanical means,excavating trenches of required width for pipes, cables, etc ,providing and laying in position cement concrete of specified grade excluding, reinforced cement concrete, etc. as mentioned in BoQ
2025_ASI_889859_1
97/BA/SUMT/AHD/2025-26-C-10101
Open Tender
Civil Works
75 days
Ahmedabad
Please refer tender documents
8 documents required · 8 mandatory
₹0
₹91,818
Yes
Puratattva Bhavan, Nr Central Library, Mandvi
6 Jan 2026
15 Dec 2025
29 Dec 2025
15 Dec 2025
27 Dec 2025
15 Dec 2025
23 Dec 2025
Amount
Execution of work under following items
Earth work excavation by mechanical 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 sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m including cost of labour and conveyance of material etc. complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m including cost of labour and conveyance of material etc complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : "1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) including cost of labour and conveyance of material etc complete and as directed by site in-charge (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) including cost of labour and conveyance of material etc complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards Coursed Rubble Masonry (first sort) with hard stone in foundation and plinth with cement mortar 1:6 (1 cement : 6 coarse sand) including cost of labour and conveyance of material etc complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) including cost of labour and conveyance of material etc complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards centering and shuttering including strutting, propping etc. and removal of form for all heights including all cost of labours and conveyance of material etc complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth leveL Thermo-Mechanically Treated bars UPTO PLINTH. Total R.C.C. Up to Plinth Level in Cum=Steel is Provided @ 125 Kg./ Cum of R.C.C cost of labours and conveyance of material etc complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards brick work with common burnt clay F.P.S.(non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of labour and conveyance of material etc complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:3 (1 cement :3 coarse sand) including cost of labour and conveyance of the material etc complete. (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards providing and laying 12 mm cement plaster of mix : (Inner Sides) : 1:4 (1 cement: 4 coarse sand) including cost of labours and conveyance of material etc complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards providing and laying outside plaster 15 mm thick in cement mortar 1:4 (1 cement: 4 coarse sand) including cost of labours and conveyance of material etc complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards providing and laying vitrified tiles in floor of different sizes confirming to IS : 15622, of approved brand & manufacture, in all colours and shade, laid on 20mm thick cement mortar 1:4 (1 cement:4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, levelling system and rubber mallet for placing the tiles gently and easily. 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in Charge. In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25mm thick and as directed by site in-charge (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards providing and fixing sand stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 mtr height, backing filled with a grout of average 12mm thick cement mortar 1:3 including pointing in white cement mortar 1:2 (1 white cement: 2stone dust) with an admixture of pigment matching the stone shade (to be secured to the backing and sides by means of cramps and pins. All completed as per direction of Engineerincharge. (White sand stone - 50mm thick) and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and packing etc complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections appropriate Z sections and other sections of approved make confirming to IS:733 and IS:1285, fixing with dash fasterners of required dia and size, including necessary filling up the gaps at junctions with required EPDM rubber gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/paneling, CP brass / ss screws, all complete as per directions of engineer in charge. (Powder coated aluminium - minimum thickness of powder coating 50 micron) etc complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations: (A) Applying a slurry coat of neat cement using 2.75kg/sqm of cement admixed with water proofing compound (B) laying of brick bats with mortar using broken bricks / brick bats 25mm to 115mm size with 50% of cement mortar 1:5 admixed with water proofing compound (C) after two days of proper curing, applying second coat of cement slurry using 2.75 kg/sqm of cement admixed with water proofing compound (D) Finishing the surface with 20m thick jointless cement mortar of mix 1:4 admixed with water proofing compound (E) the whole terrace so finished shall be flooded with water for minimum period of two weeks for curing. all complete as per directions of engineer in charge and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110mm dia etc complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards providing and fixing on wall face unplasticised – PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Bend 87.5°110 mm bend etc complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards Interior Finishing: distempering with oil bound washable distemper of approved brand and manufacture to give an even shade over new work (two or more coats) over and including water thinnable priming coat with cement primer etc. all complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards Interior Finishing: distempering with oil bound washable distemper of approved brand and manufacture to give an even shade over new work (two or more coats) over and including water thinnable priming coat with cement primer etc. all complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design etc. complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand / make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 liter with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc. including making connection with the existing P/S trap, complete in all respect as per directions of engineer in charge and as directed by site in-charge.(Including all the materials & labour charges etc. complete as direction by site in charge)
Towards providing and fixing white vitreous china water less urinal of size 600 x 330 x 315mm having antibacterial / germs free ceramic surface, fixed with cartridge having debris catcher and hygienic seal etc. complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps etc. complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge etc. complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers etc. complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards providing & fixing CPVC pipes (for drain lines - soil, waste and vent pipes), having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete and as directed by site in-charge. (100 mm nominal dia pipe) (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank etc. complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards providing and fixing CPVC pipes, having thermal stability for hot and cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clampls at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per directions of engineer in charge. Concealed work, including cutting chases and making good the walls etc. complete and as directed by site in-charge.(32mm nominal dia pipe) (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards electrification items for toilet block and for drinking water facilities including all necessary concealed wirings, fittings, fixtures etc. all complete and as directed by site in-charge. (Annexure-1) (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards C.P. Brass fittings for EWC, Urinal, wash basins etc. complete and as directed by site in-charge. (Annexure-2) (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards providing & fixing toilet paper holder: CP Brass complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards providing SS water cooler -250 litr capacity of approved brand with fittings, fixtures and transportation cost up to site etc. complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards providingand fixing of Kent Elite plus RO- 50 LPH including all fittings, over head tank , fixtures and transportation upto site etc. all complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards providing and laying of sand stone pathway - using 12cm thick plain stones duly cut and dressed set in L.S.S. mortar (1:1:1) including pointing the joints with same mortar and curing etc. all complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards providing drinking water facilities at a specified location for use of tourists. The porta cabin FRP of size 2m x 2m including construction of necessary plat form and fixing in position etc to be provided to cover up the water cooler and RO etc. complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m etc. complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards 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. (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, including gravel of 5mm to 10mm, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths etc. complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge)
Towards Installation of submersible pump of make waterman 1 HP, including cost of electrical cable, panel board, all labor charges and conveyance etc. all complete and as directed by site in-charge. (Including all the materials & labour charges etc. complete as direction by site in charge)
ABHUJI PANAJI VANZARA (BID ID -3340430)
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