Board Of Secondary Education Tender
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Board Of Secondary Education Tender
Civil Works Water Works
Eprocure
Opening Date17 Jun 2020
Closing Date3 Jul 2020
Tender Amount₹ 49,33,500
Costs
EMD
₹ 98,670Document Cost
₹ 5,000Tender Fee
₹ 582
Summary
Construction Of Plinth Protection, Making Eco Ferindly Area Behind The Existing Block By Pf Pavers Ic Maintenance Of Sewer Sanitary And Water Supply Line Etc Behind The Block 4-1 To 4-40 At Rs Nagar, Bhopal
Description
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Contact
Tender Id
2020_MPBSE_93971_1Tender No
85/building/e tender/2020 date 12-06-2020Tender Authority
Board Of Secondary Education ViewPurchaser Address
-Website
http://http://rajeduboard.rajasthan.gov.in/
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Documents
Construction Of plinth protection, Making eco ferindly area behind the existing Block by pf pavers ic Maintenance of Sewer Sanitary and water supply line etc behind the Block 4-1 to 4-40 at RS Nagar, Bhopal
Construction Of plinth protection, Making eco ferindly area behind the existing Block by pf pavers ic Maintenance of Sewer Sanitary and water supply line etc behind the Block 4-1 to 4-40 at RS Nagar, Bhopal
BOQ Items
Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes manually/ by mechanical means, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site within 50 metre lead as per direction of Engineer-in-charge:
-
-
-
Upto 150 mm diameter
15
-
102.6
Dismantling of road gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap.
15
-
212.4
Dismantling of manhole including R.C.C. top slab, C.I. cover with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead :
-
-
-
Rectangular manhole 90x80 cm and 45 cm deep
10
-
549.9
Rectangular manhole 120x90 cm and 90 cm deep
5
-
962.1
Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge:
-
-
-
In cement mortar
8.65
-
523.8
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m.
-
-
-
All kinds of soil.
26.73
-
722.7
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m lead and lift upto 1.5 m, disposed soil to be levelled and neatly dressed : All kinds of soil
2568.45
-
29.7
Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means)
-
-
-
All kinds of soil
72.12
-
116.1
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : With 20mm nominal size graded stone aggregate.
-
-
-
M 20 – Grade concrete
27.5
-
4439.7
Supplying and filling in plinth with
-
-
-
hard muram/hard copra having MDD not less than 2.0 t/m3 under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 20cm in thickness and dressing complete.(Note - Maximum thickness of this layer to be provided shall be 30 cm.)
30.96
-
270
Supplying and filling in plinth with crusher stone dust / coarse sand under floors including, watering, ramming consolidating in layers not exceeding 20cm in depth and dressing complete
312.22
-
604.8
Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
-
-
-
M 20 –Grade Concrete
33.18
-
4581.9
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire up to floor two level including all wastage etc. complete.
-
-
-
Thermo-Mechanically Treated bars.(TMT)
2654.02
-
48.6
Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
Foundations, footings, bases of columns, etc. for concrete up to plinth level.
288.48
-
156.6
Providing and fixing square-mouth S.W. gully trap class SP1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :150 x 100 mm size P type.
-
-
-
With well burnt bricks
40
-
1622.7
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 sand ) R.C.C. top slab with Cement Concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design :
-
-
-
Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :With well burnt bricks
30
-
7197.3
Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) :With well burnt bricks
4
-
16277.4
Extra for depth for manholes
-
-
-
Size 90x80 cm With well burnt bricks
18
-
5558.4
Size 120x90 cm With well burnt bricks
2.4
-
6642
Providing and laying below ground unplasticised PVC pipe to with stand working pressure of 4 kg/cm2 soild waste pipes confirming to IS:13592 and IS:4985 including jointing with seal ring confirming to IS :5282 leaving 10mm gap for thermal expansion all necessary fittings etc. complete. Excavation to be paid seperataly.
-
-
-
110 mm diameter OD
80
-
210.6
160 mm diameter OD
110
-
429.3
200 mm diameter OD
110
-
675.9
Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) all-round PVC. pipes including bed concrete as per standard design:
-
-
-
110 mm diameter PVC. pipe
80
-
518.4
160 mm diameter PVC. pipe
110
-
633.6
200 mm diameter PVC. pipe
110
-
738.9
Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Brick work for Raising depth of manhole to be paid separately) :
-
-
-
Rectangular manhole 90x80 cm with rectangular cover 600x450 mm of grade LD - 2.5
40
-
1013.4
Rectangular manhole 120x90 cm with circular cover 500 mm dia of grade MD - 10
4
-
1582.2
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
-
-
-
75 mm diameter (minimum wall thickness 1.8mm)
480
-
122.4
110 mm diameter (minimum wall thickness 2.2mm)
480
-
214.2
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.
-
-
-
Coupler 75 mm (minimum wall thickness 1.8mm)
80
-
105.3
Coupler 110 mm (minimum wall thickness 2.2mm)
80
-
138.6
Single push fit Coupler :75 mm (minimum wall thickness 1.8mm)
240
-
126
Single push fit Coupler :110 mm (minimum wall thickness 2.2mm)
240
-
175.5
Single tee with door:75x75x75 mm (minimum wall thickness 1.8mm)
160
-
207
Single tee with door:110x110x110 mm (minimum wall thickness 2.2mm)
160
-
311.4
Single tee without door : 75x75x75 mm (minimum wall thickness 1.8mm)
40
-
180.9
Single tee without door : 110x110x110 mm (minimum wall thickness 2.2mm)
40
-
239.4
Bend 87.5° : 75 mm bend (minimum wall thickness 1.8mm)
160
-
105.3
Bend 87.5° : 110 mm bend (minimum wall thickness 2.2mm)
160
-
154.8
Shoe (Plain) : 75 mm Shoe (minimum wall thickness 1.8mm)
80
-
157.5
Shoe (Plain) : 110 mm Shoe (minimum wall thickness 2.2mm)
80
-
270
Providing and fixing Unplasticised -PVC pipe clips of approved design to Unplasticised - PVC rain water pipes by means of bombay nail of required length including making good the wall etc. complete.
-
-
-
75 mm (minimum wall thickness 1.8mm)
640
-
87.3
110 mm (minimum wall thickness 2.2mm)
640
-
102.6
Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness and size/shape, made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of stone dust, compacting and proper embedding/laying of inter locking paver blocks into the bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand including locking edges with M 15 cement concrete in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer's specifications and direction of Engineerin- Charge. 60mm thick C.C. paver block of M-35 grade with approved colour, design and pattern.
2351.85
-
631.8
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
12.6
-
6097.5
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia. 3mm including strengthening with 2mm dia. wire or nuts, bolts and washers as required complete with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x60cm of mix 1:5:10 (1cement :5 sand : 10 graded stone aggregate 40mm nominal size) every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50cm of the same mix, as per the direction of Engineerin- charge.
90
-
516.42
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.External work :
-
-
-
50 mm dia. nominal bore
350
-
442.8
80 mm dia. nominal bore
175
-
559.8
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc.Internal work - Exposed on wall
-
-
-
15 mm dia. nominal bore
600
-
189.9
20 mm dia. nominal bore
600
-
229.5
25 mm dia. nominal bore
600
-
270
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work)
-
-
-
15 mm dia. nominal bore
160
-
105.3
20 mm dia. nominal bore
160
-
133.2
25 mm dia. nominal bore
160
-
142.2
50 mm dia. nominal bore
40
-
385.2
80 mm dia. nominal bore
40
-
646.2
Cutting holes upto 30x30 cm in walls including making good the same :
-
-
-
With common burnt clay bricks of 25 kg /sqcm compressive strength.
160
-
138.6
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :
-
-
-
25 to 40 mm nominal bore
80
-
222.3
50 to 80 mm nominal bore
80
-
579.6
Supplying, fixing, testing and commissioning of butterfly valve PN 1.6, with Bronze/Gunmetal seat duly ISI marked complete with Nuts, Bolts, washers, gaskets, confirming to IS 13095, of following sizes as required.
-
-
-
80 mm dia
3
-
2259.9
Providing, installation, testing and commissioning of gun metal valves of following sizes as required.
-
-
-
50 mm dia
2
-
2280.6
Providing & Fixing of Precast RCC drain cover of size 1150x400 x100mm (thickness) with 10 holes, manufactured by using M-30 grade of concrete reinforced with two layers of 8mm dia Tor Steel @100mm c/c both ways, manufactured by vibro compaction process using joint less FRP moulds, so at to achieve shuttering finish on five faces @top face will have broom finish etc complete.
301
-
990
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