Directorate Of Town Panchayats Tender
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Directorate Of Town Panchayats - DTP Tender
Eprocure
Opening Date12 Jul 2018
Closing Date18 Jul 2018
Tender Amount₹ 20,00,000
Costs
EMD
₹ 20,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_DTP_98695_1Bid Award Id
ViewTender No
191-1/2018/A1Tender Authority
Directorate Of Town Panchayats ViewPurchaser Address
-Website
http://https://www.tn.gov.in/dtp/
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Documents
BOQ Items
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Reinforcement Cement concrete 1:1½:3 (one cement one and a half sand and three aggregates) using machine broken granite jelly of 20 mm size for all reinforced cement concrete works excluding cost of centering shuttering strutting and also cost of reinforcement grill in position but including laying vibrating with mechanical vibrators using finishing etc complete, as directed by the departmental officers etc complete complying with standard specification. TNDSS No.28 V, VI S25.
13
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Items to 0 to 1.5 m below GL
6
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For items 0 to 4.5 m below GL
8
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Above 4.5 m and up to 7.3 from GL
3
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For items below 7.32 m and up to 10.98 m from GL
8
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Columns from 10.98 m to 14.64 m above GL
21
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From items 14.64 m and up to 18.30 m from GL
8
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Supplying and erecting of steel centering for sides & soffits including necessary supports & strutting up to 3.29 m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60 cm & 10 guage sttiffened, welded with steel angle of size 25 x 25 x 3 mm for boarding laid over silver oak joists (country wood) of size 10 x 6.5 cm spaced 23,00,000/- about 90 cm c/c and supported by casurina props of 10 13 cm dia, spaced 23,00,000/- 75 cm c/c etc. complete complying with standard specifications and as directed by the departmental officers. Rate for 10 m2. for the following items (RCC floor slab, roof slab, rectangular / square, tee / EII beams, lintels, staircase waist slabs, landling slabs, landing beam, portico beam etc.) TNDSS No.86 K, 86A.
36
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PLAIN SURFACE
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Below ground level items
36
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0 to 3.30 m
53
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-
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3.31 to 4.3 m
35
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7.31 to 8.30 m
35
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11.31 m to 12.30 m
86
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CURVED SURFACE
-
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-
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Below ground level items
29
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0 to 3.30 m
145
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3.31 to 4.3 m
3
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7.31 to 8.30 m
3
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11.31 m to 12.30 m
35
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SQUARE COLUMN
-
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Below ground level items
11
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0 to 3.30 m
28
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3.31 to 4.3 m
11
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4.31 to 5.30 m
9
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5.31 to 6.30 m
9
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6.31 to 7.30 m
9
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-
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7.31 to 8.30 m
11
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8.31 to 9.30 m
9
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9.31 to 10.30 m
9
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10.31 to 11.30 m
9
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11.31 to 12.30 m
4
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CIRCULAR COLUMN
-
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Below ground level items
2
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0 to 3.30 m
6
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3.31 to 4.3 m central column
1
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4.31 to 5.30 m central column
1
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5.31 to 6.30 m central column
1
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6.31 to 7.30 m central column
1
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7.31 to 8.30 m central column
1
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8.31 to 9.30 m central column
1
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9.31 to 10.30 m central column
1
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10.31 to 11.30 m central column
1
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11.31 to 12.30 m central column
1
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Supplying, fabricating and placing in position of Steel Reinforcement using Mild steel or ribbed tar steel rods, for all RCC works as per the design given by the departmental officers including cost of steel cutting, bending, placing in position and binding with binding wire and all labour charges for cutting, bending, tying and placing in position etc, complete. TNDSS No.SS 86 & 86A V,VI, VII (S6) 7,3
6000
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Painting the new walls two coats over one coat of priming with best cement paint of approved colour and quality including preparation of surface and finishing neatly etc., complete complying with standard specification and as directed by the department officers. TNDSS No.72G
217
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Providing and fixing of RCC inner access ladder in RCC 1:1½:3 (one cement, one and half sand and three aggregate) using 20 mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc. to required height and clear width of 45 cm consisting of two Nos. of vertical post of 10 x 15 cm and step slab of 25 x 25 mm etc., complete and as directed by officers.
1
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Providing PVC ventilating mosquito proof nylon net with 110 mm PVC cowl and all directed by departmental engineers
2
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Providing manhole cover of size 0.60 x 0.60 m in RCC 1:1.5:3 with suitable reinforcement and 50 x 50 x 6 mm M.S angle fixed along edges and as directed by departmental officers.
2
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Refilling the basement with excavated earth in layers of not more than 15 cm thick well rammed watered and consolidated etc. complete with standard specification.
59
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Construction of RCC spiral stair cast in RCC 1:1½:3 20 mm HBGS of 1.8 m Ø of required height for approach to the roof of SR with RCC hand rails as per type design including necessary earth work for providing foundation in CC 1:4:8 mix RCC footing 1:1½:3 mix, GL platform etc. including cost of steel reinforcement, fabrication charges, scaffolding charges, centering, precasting charges, cement painting etc. complete. The staircase should be braced to the column of service reservoir at suitable interval etc. complete.
1
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Earth work excavation with initial lead and lift in all classes of soils and sub soils and bailing out of water where ever necessary and depositing on banks including all other labour charges etc complete as per standard specification 20A.
15
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Supply and delivery of following pipes and specials
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80 mm GI 'B' class pipe
90
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80 mm GM gate valve
3
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80 mm GI elbow
10
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90 mm PVC 6 KSC pipe (pumping main)
500
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Earth work excavation and depositing on bank with initial lead of 2 metre narrow trenches for laying of pipes and refilling earth for water supply works in the hard stiff clay stiff black cotton hard red earth shales murram gravel stoney earth and earth mixed with small size boulders and hard gravelly soil as directed by the departmental officers.
300
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Labour charges for laying of PVC/GI pipes and specials to proper line and level including jointing but excluding cost of pipes and jointing materials for plum bind for providing water supply works.
500
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