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Repairs To School Building At Rasalwadi, at gp Office-Maharashtra

Rural Development Department has published Repairs To School Building At Rasalwadi. Submission Date for this Tender is 15-08-2020. Building Repair Tenders in at gp Office Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

25113365
Repairs To School Building At Rasalwadi
Open Tender
Indian
Maharashtra
at gp Office
15-08-2020

Tender Details

Repairs To School Building At Rasalwadi

Key Value

Document Fees
INR 200 /-
EMD
INR 8860.0 /-
Tender Value
INR 8.86 Lakhs /-

BOQ Items

Name of Work: Repairs to school building at rasalwadi (jawal) tal mulshi) , Tal- Mulshi , Dist Pune
Sl. No. Item Description Item Code / Make Quantity Units
1 1 1 Removing doors and windows with frames and\nstacking the materials as directed with all leads, lifts etc.\ncomplete...(INo46-15, PgNo 378) ( STATE SSR ) Item Spec: (As\ndirected by Engineer in charge.) BI01010001010000000000000515BI0100001113 6 Nos
2 2 ITEM NO. 2 Excavation for foundation in earth, soil of all types,\nsand, gravel and soft murum, including removing the excavated\nmaterial up to a distance of 50 m. beyond the building area and\nstacking and spreading as directed, dewatering, preparing the bed\nfor the foundation and necessary back filling, ramming, watering\nincluding shoring and strutting etc. complete. (Lift upto 1.5 m.) By\nMechanical Means... (INo21-02, PgNo 197) ( STATE SSR) Item\nSpec: (Bd.A.1 Page No. 259) BI01010001010000000000000515BI0100001114 15.984 Cum
3 3 ITEM NO. 3 Excavation for foundation in hard murum including\nremoving the excavated material upto distance of 50 metres beyond\nthe building area and stacking and spreading as directed,\ndewatering, preparing the bed for the foundation and necessary\nback filling, ramming, watering including shoring and strutting etc.\ncomplete. (Lift upto 1.50 m) By Mechanical Mean...(INo21-06,\nPgNo 197) ( STATE SSR) Item Spec: (Bd.A.2 Page No. 259)\n172.00+ 10% HillyI Inacc. Area i.e 172.00 + 17.20 BI01010001010000000000000515BI0100001115 7.992 Cum
4 4 ITEM NO. : 4 Providing and laying Cast in situ/Ready Mix cement\nconcrete in M-10 of trap/ granite/ quartzite/ gneiss metal for\nfoundation and bedding including bailing out water, Steel centering.\nformwork, laying/pumping, compacting, roughening them if special\nfinish is to be provided, finishing if required and curing complete,\nwith fully automatic micro processor based PLC WITHOUT SCADA\nenabled reversible Drum Type mixer/concrete Batch mix plant (Pan\nmixer) etc. complete. With fine aggregate (Natural Sand/ Crusheed\nsand VSI Grade finely washed / Crushed Sand ) Dlfference in Cost\nof Crush Sand : Natural Sand at 1575 - Crushed Sand BI01010001010000000000000515BI0100001116 11.736 Cum
5 5 ITEM NO. 5 Providing uncoursed rubble masonry of trap/ granite /\nquartzitel gneiss stones in cement mortar 1:6 in foundation and\nplinth of inner walls / in plinth of external walls including bailing out\nwater manually, striking joints on un exposed faces and watering\netc.complete..(INo28-01, PgNo 257) ( STATE SSR ) Item Spec:\n(Bd.H.1 Page No. 329) BI01010001010000000000000515BI0100001117 36.693 Cum
6 6 ITEM NO. : 6 Providing second class Burnt Brick masonry with\nconventional/ l.S. type bricks in cement mortar 1:6 in foundations\nand plinth of inner walls/ in plinth external walls including bailing out\nwater manually , striking joints on unexposed faces, raking out joinis\non exposed faces and watering etc. Complete..... (INo27-01, PgNo\n254) (STATE SSR) Item Spec: (Bd.G. 1 Page No. 313) BI01010001010000000000000515BI0100001118 10.678 Cum
7 7 ITEM NO. 7 Providing and fixing H.D.P container Syntex or alike\none piece moulded water tank made out of low density polythyler\nand built corrugation including of delivery up to destination hoisting\nand fixing of accessories such as inlet, outlet overflow of all tanks\ncapacity above 1000 to 20,000 litres...( INo42-54, PgNo 358) (\nSTATE SSR ) Item Spec: (As directed by engineer-in-charge.)\n(11.00+ 10% Hilly / Inacc. Area i.e 11.00 + 1.10 BI01010001010000000000000515BI0100001119 500 Lit.
8 8.1 ITEM NO. : 8 Providing internal cement plaster 20mm thick in single\nCoats in cement mortar 1:5 without neeru finish, to concrete, brick\nsurface, in all positions including scaffolding and curing etc.\ncomplete.... (INo32-06, PgNo 268) ( STATE SSR ) Item Spec\n(Bd.L.4 Page No. 368) BI01010001010000000000000515BI0100001120 76.22 Sqm
9 8.2 ITEM NO. 9 Providing and fixing corrugated galvanised iron sheets\nof 0.63mm thick (24 B.W.G.) for roofing without wind tiles including\nfastening with galvanised iron screws & bolts, lead & bitumen\nwashers as per drawing etc. complete.(Weight of 5.5\nkg/sq.m.)..(No38-04, PgNo 297) ( STATE SSR ) Item Spec:\n(Bd.R.5, Page No. 453) BI01010001010000000000000515BI0100001121 229.442 Sqm
10 9 ITEM NO. 10 Providing structural steel work in trusses, other\nsimilar trussed purlins and members with all bracing, gusset plates\netc. as per detailed designs and drawings or as directed including\ncutting, fabricating, hoisting, erecting fixing in position, Making\nriveted/ bolted/ welded connection and one coat of anticorrosive\npaint and over it 2 coats of oil painting approved quality and shade\netc. complete... ( No23-04, PgNo 223) ( STATE SSR ) Item Spec:\n(Bd.C.8 Page No. 278) BI01010001010000000000000515BI0100001124 0.25 M.T.
11 10 ITEM NO.: 11 Providing and laying Polished Shahabad Stone\nflooring 25mm to 30mm thick and required width wide in plain/\ndiamond pattern on a bed of 1:6 C.M. including cement float, filling\njoints, with neat cement slurry, curing, polishing and cleaning etc.\ncomplete.....(INo33-04, PgNo 273) ( STATE SSR ) Item Spec:\n(Bd.M.3 Page No. 380) BI01010001010000000000000515BI0100001125 126.716 Sqm
12 11 ITEM NO. : 12 Providing and fixing solid core flush door shutter\ncommercial in single leaf 32 mm thick without ventilator commercial\ntype of exterior grade as per detailed drawings with wrought iron\nhold fast, stainless steel fixtures and fastenings and handles on\nboth sides and finishing with oil painting 3 coats\ncomplete..(INo39-10, PgNo 315) ( STATE SSR) Item Spec:\n(Bd-T-36, Page No. 500) BI01010001010000000000000515BI0100001126 3.78 Sqm
13 12 ITEM NO. : 13 Providing and fixing in position (as per 1868/ 1982)\nAluminium sliding window of three tracks with rectangular pipe 95 x\n38.10 x 0.90 mm at weight 0.637 kg/Rmt. with window frame bottom\ntrack section 92 x 31.75 x 1.30 mm at weight 1.070 kg/Rmt.. Top\nand side track section 92 x 31.75 x 1.30 mm at weight 0.933\nkg/Rmt. The shutter should be of bearing bottom 40 x 18x 1.25 mm\nat weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10 mm at\nweight O.469 kg/Rmt. and handle and top section 40 x 18 x 1.25 mm\nat weight o.417 kg/Rmt. As per detailed drawings and as directed by\nEngineer-in-charge with all necessary Aluminium sections fixtures\nand fastenings such as roller bearing in nylon casting and self\nlocking catch fitted in vertical section of shutter including 5 mm thick\nplain glass and aluminium mosquito net shutter with stainless steel\njail with all required screws and nuts etc, complete.With powder\ncoating without box...(INo39-44, PgNo 324) ( STATE SSR) ltem\nSpec: (As directed by engineer-in-charge.) BI01010001010000000000000515BI0100001127 7.2 Sqm
14 13 ITEM NO.: 14 Providing and applying two coats of exterior acraylic\nemulsion paint confirming to corresponding I.S. of approved manufacture and of approved colour to the plastered surfaces\nincluding cleaning .preparing the plaster surface, applying primer\ncoat ,scaffolding if necessary, and watering the surface for two\ndays etc complete..(No35-25, PgNo 288) ( STATE SSR ) Item\nSpec: (AS directed by Engineer in charge.) BI01010001010000000000000515BI0100001128 200.775 Sqm
15 14 ITEM NO.: 15 Providing and applying plastic emulsion paint of\napproved quality, colour and shade to old surface in three coats\nincluding scaffolding, preparing the surface. (excluding primer coat)\netc. complete....(INo36-13, PgNo 291) ( STATE SSR) Item Spec:\n(Bd.P.6 Page No. 414 & Pre-approval of Superintending Engineer)\n83.60 + 10% Hilly / Inacc. Area i.e 83.60+8.36 BI01010001010000000000000515BI0100001129 222.716 Sqm
16 15 ITEM NO.\n16 Providing and fixing Road junction / Information sign\nboard of size 0.90 m x 0.60 m. prepared on 16 gauge M.S. sheet with angle iron\nframe of size 35x35x5 mm including painting with one coat of zinc\ncromate stoving primer and two coats each of green/ white back\nground and back side gray stove enamelled, bonded with red retro\nreflective sheet Engineering grade, border / letters I numeral/\narrows, coated with non pealable crystal clear protective coat\nretaining 100% reflection including two angle iron post of size\n50x50x5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white and black bands of 30 cm. with 4 Nos. high strength\nG.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and\nangle iron post in one piece without joints including all taxes,\nconveying, fixing in ground with cement concrete 1:4:8 block of 60\ncm x 60 cm x 75 cm size as directed by Engineer-in-charge etc.\ncomplete. Mild Steel Board with Engineering Grade.\n..(INo6-47, PgNo 79) ( STATE SSR ) Item Spec: (IRC-67-1977)\n6362.00 +10% Hilly / Inacc. Area i.e 6362.00+636.20 BI01010001010000000000000515BI0100001130 1 Nos
17 16 NAME OF SUB WORK - Testing Charges Estimate\nITEM NO. : 1 BRICKS Water Absorption (Set of 5 Bricks),\nCompressive Strength( Set of 5 Bricks), Eflorescence (Set of 5\nBricks).... (INo13-VQC, PgNo 587) ( STATE SSR) Item Spec: (As\nper Standard Specification) BI01010001010000000000000515BI0100001131 1 test
18 17 CONCRETE Compressive Strength OF C.C. Cube(Set\nof 3 cubes)... INo19-VQC , PgNo 588) (STATE SSR ) Item Spec:\n(As per Standard Specification) BI01010001010000000000000515BI0100001132 1 test
19 18 ITEM NO. :3 MORTOR Compressive Strength.( Set of 3\nCubes)....(INo27-VQC , PgNo 588) ( STATE SSR ) ltem Spec: (As\nper Standard Specification ) BI01010001010000000000000515BI0100001133 1 mix design
20 19 Royalty Charges for HARD MURUM. Rate Inclusive of 43.\nsurcharge of 2% (141.34 + 2,82 = 144.16, Say 144.15).... (INo1-A,\nPgNo 1) ( STATE SSR ) Jtem Spec: (As Directed By Engineer BI01010001010000000000000515BI0100001134 42.564 Cum
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