Archaeological Survey Of India Tender
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Archaeological Survey Of India - ASI Tender
Eprocure
Opening Date19 Dec 2019
Closing Date26 Dec 2019
Tender Amount₹ 83,07,848
Costs
EMD
₹ 1,66,157Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_ASI_529051_1Bid Award Id
ViewTender No
97/07/29/Cons/Pune/2018-19Tender Authority
Archaeological Survey Of India ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
(Recall-I) MW (Conservation) Repairs to Kasturba Gandhi Samadhi Area of the Agakhan Palace at Pune, Dist. Pune.
BOQ Items
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Filling with the excavated hard murum to the trenches. The trenches shall be watered and well rammed with the archiving the MDD of the 100% of the compaction with approved murum of the work incharge etc, complete
56.84
-
219.65
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Supplying and filling the sand at the substructure with the river sand of the approved quality with the 1st grade of sieved sand. The sand should not contain the silt, dirt and organic matter etc. the work including watering , ramming consolidating etc. complete as per the instruction of the work incharge
11.32
-
1953.05
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Providing and laying in position cement concrete 1:3:6 with material aggregate shall be invert materials and should be clean, dense, hard sound, non-absorbent and capable to developed good bond with mortar. The stone ballast shall be 20mm size and retain on 5mm mesh and well graded, such that void do not exceed 42% and the sand shall be hard sharp. Angular, shall pass though 5mm mesh. Sand shall be the standard specification clean and free from dust dirt and organic matters including carrying material, water, curing etc. Complete.
40.73
-
6259.1
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Construction of the brick work in cement mortar 1:6, all the bricks shall be of first class IS of designated class 7.5 in super structure including carrying material, water, curing etc. Complete.
16.05
-
6157.46
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The construction of the random rubble masonry in 1:6 (1 Cement : 6 River Sand of good quality free from organic metal) which stone shall be hard and sound the stone shall be hammer dressed to secure close joints so that stone every stone shall be fitted to the adjoin stones including carrying material, water, curing etc. Complete.
50.53
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6129
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Construction of the three line CR stone of size (0.35x 0.25x 0.15) in wall in the cement mortar 1:4 ( 1 Cement : 4 River Sand) the stone shall be chisel dressed on all sides to have prefect square or rectangular faces so that they may be laid in perfect horizontal and vertical joints. The height of the stone is 0.25mand breath 0.35m. The proper joints should be maintain. The joints should be paper joints. The stone should be matching to available texture of the wall and approved quarry including carrying material, water, curing etc. Complete.
59.02
-
47132
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Construction of three line dressed stone coping in trap CR stone of size 0.5x0.3x 0.2mt. in cement mortar 1:6 (1 Cement : 6 River Sand) the stone shall be chisel dressed all sides to have perfect square or rectangular face so that they may be laid perfectly horizontal and vertical joints. The proper joints should be maintain including carrying material, water, curing etc. Complete.
8.2
-
47132
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Providing the pointing on stone work with cement mortar 1:3 (1 Cement: 3 River Sand) neatly pointed. Including carrying material, water, curing etc. Complete.
262.32
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285.4
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Removal of existing marble flooring of Kastrubha Gandhi Samadhi area without damaging of the Samadhi structure and removing manually with proper stacking of useful the materials and disposing of the unserviceable material outside the municipal area etc. complete as directed by the work incharge.
35.38
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190.3
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Removing of the existing CR stone wall at the Kasturbha Gandhi Samadhi area without the damage the Samadhi and with proper stacking useful the materials and disposing of the unserviceable material outside the municipal area etc. complete as directed by the work incharge.
24.4
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190.3
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The breaking of the existing C.C below stone flooring at the Kasturbha Gandhi Samadhi area without the damage the Samadhi and with proper stacking useful the materials and disposing of the unserviceable material outside the municipal area etc. complete as directed by the work incharge.
17.85
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1737.45
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Supplying and filling the sand at the substructure with the river sand of the approved quality with the 1st grade of sieved sand. The sand should not conation the silt, dirt and organic matter etc. the work including watering, ramming consolidating etc. complete as per the instruction of the work incharge.
20.68
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1953.05
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Providing and laying in position cement concrete 1:3:6 (1 Cement: 3 River Sand: 6 Aggregate) with material aggregate shall be invert materials and should be clean, dense, hard sound, non-absorbent and capable to developed good bond with mortar. The stone ballast shall be 20mm size and retain on 5mm mesh and well graded, including carrying material, water, curing etc. Complete.
20.68
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6259.1
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Providing and laying machine cut mirror polished white marble stone 18 mm thick laid over 20mm cement mortar 1:4 (1 Cement : 4 River Sand) and joint duly filled with slurry and matching pigment etc. Complete. (Sample of the marble stone to be got approved before execution)
233.2
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6276.05
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Removal of the existing brick flooring without damaging the existing structure and stacking useful the materials and disposing of the waste material outside the municipal area etc. complete as directed by the work incharge.
21
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4880.9
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Earth work in excavation by manual means in foundation for laying pathways including disposal of unwanted stuff etc. complete
10.5
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181.85
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Supplying and filling the sand at the substructure with the river sand of the approved quality with the 1st grade of sieved sand including ramming consolidating etc. Complete.
7
-
1953.05
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Providing and laying in position cement concrete 1:1.5:3 (1 Cement: 1.5 River Sand: 3 Aggregate) Including carrying material, water, curing etc. Complete.
14
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8976.45
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Excavating trenches of required width for laying pipe of the die meter 250mm etc including excavated for sockets for the depth up to 1.5mt, including getting out excavated materials, returning the soil as required in layer not exceeding 20cm in depth , including consolidating, disposal of unserviceable material as directed
70
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922.65
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Extra for excavated trenches for pipe ,cables etc in ordinary / hard rock exceeding 1.5m in depth but not exceeding 3mt. etc complete
70
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103.65
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underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 C.I. cover with frame 455 x610 mm internal dimensions, total weight of cover with frame to be not less than 38kg (weight of cover23kg and weight of frame 15kg) R.C.C. top slab with 1:2:4 mix, foundation concrete 1:5:10, inside plastering 12mm thick with cement mortar 1:3,finished smooth with a floating coat of neat cement on walls and bed concrete etc
15
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6061.65
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Providing and laying non pressure NP2 class 250mm die (light duty)R.C.C pipes with collars jointed with stiff mixture of cement mortar in proportion 1:2 laying in proper slope and laying and placing in the chambers as per required as directed by the work incharge.
70
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754.45
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Applying two coat of the terracotta/ apex / royal Asian paint to the exterior and interior surfaces of Samadhi Hall with applied 3.28 litter paint per 10 sqm over the primer coat applied @ 2.5kg per 10Sqm including repair the damages of old surface including necessary scaffolding etc. Complete.
2880
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232
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Bolt Strengthening kasturba Smriti Mandhir(hall) by providing steel section fixed with connectivity Plath in position including cutting applying a primer coat of approved steel primer embodied in C.C (1:1 1/2 :3) with bolting , welding etc ( per the design provided by annexure ) Earth work in excavation by manual means in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 3 m, including getting out the excavated soil with 50 m etc complete
14.4
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181.85
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
2.16
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1953.05
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Cement Concrete 1:1.5:3 (1 cement: 1.5 River Sand: 3 Aggregate) Including carrying material, water, curing etc. Complete.
10
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8976.45
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Providing and fixing ISHB beam of size 150x150x9mm (size of ISHB as per the suggested by structural design consultant), for supporting concrete structure ( Samadhi Hall) the steel work welted / bolting in built up section /frame work , including cutting , hoisting , fixing in position and applying a priming coat up approved steel primer, steel paint using structural steel including the cost of bolt, welding, flats , bar, gasset plates, scaffolding , chain pulley and fixing the jacks wherever necessary at the Coolum and including the charges of structural designers. ISHB Column 150 x 150, (40 Nos. X 3 m ) Beam (6 nos. X 21 m ), Gazette Plat( 10mm thick )
10478.91
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131
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Providing and fixing Angle for generator room of size (4.6 x 3.5 m) including cutting, welding, placing in position etc. Complete.
182.25
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131
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Providing and fixing pre coated roofing sheets of the 0.5mm, with required colour and design including the cost of the bolting, fixing, welding etc complete as directed by the work in charge.
30
-
900
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