Public Administrative Department Government Departments Closing in 2 days TDR #57184363

Tender For Construction Of Two New Rooms With Verandah Kota Stone Flooring Tiles And Painting And Repair Work Of Walls In Maharishi Dayanand Inter College Govindpuri Modinagar.

Issued by Government Departments · Ghaziabad, Uttar Pradesh
Tender Value
62.53 Lakhs
Estimated cost
Bid Submission
31 Aug 2026
2 days left
EMD
1.26 Lakhs
Bank guarantee accepted
Document Fee
2714
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Ghaziabad → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Construction Of Two New Rooms With Verandah Kota Stone Flooring Tiles And Painting And Repair Work Of Walls In Maharishi Dayanand Inter College Govindpuri Modinagar.

BOQ

Name of Work:- Construction of two new rooms with verandah Kota stone flooring tiles and painting and repair work of walls in Maharishi Dayanand Inter College Govindpuri Modinagar.
Sl. No. Item Description
1Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. as per DSR-2023 S.I.No.15.25
2Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead as per DSR-2023 S.I.No.15.56.
3Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. as per DSR-2023 S.I.No.15.60
4Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.DSR-2023 S.I.No.13.91
5Earth work in 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil as per DSR-2023 S.I No. 2.8.1
6Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excludi,\\"j the cost of chemical emulsion) :Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement: 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. as per DSR-2023 S.I No. 2.35.3.1
7Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per DSR-2023 S.I No. 4.1.8
8Providing 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 in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as per DSR-2023 S.I No. 5.1.2
9Centering and shuttering including stutting, propping etc. and removal of form. Foundation as per DSR-2023 S.I No. 5.9.1
10Reinforced 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)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Above Plinth Lvl as per DSR-2023 S.I No. 5.2.2
11Centering and shuttering including stutting, propping etc. and removal of form. Column as per DSR-2023 S.I No. 5.9.6
12Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) as per DSR-2023 S.I No. 6.1.2
13Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as per DSR-2023 S.I No. 2.27
14Providing 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Upto Plinth Lvl as per DSR-2023 S.I No.5.1.2
15Centering and shuttering including stutting, propping etc. and removal of form. Beam /Band as per DSR-2023 S.I No. 5.9.5
16Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. (Under Floor) as per DSR-2023 S.I No. 2.25 (a)
17Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ) as per DSR-2023 S.I No. 6.4.2
18Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (Slab) as per DSR-2023 S.I No. 5.3
19Centering and shuttering including stutting, propping etc. and removal of form. Slab as per DSR-2023 S.I No. 5.9.3
20Steel reinforcement for R.C.C. work ready to use \\"cut and bend\\" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per DSR-2023 S.I No. 5.22.6
21Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. As per DSR-2023 S.I No. 13.9.1
22Providing 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: (Brick coba) With average thickness of 120 mm and minimum thickness at khurra as 65 mm. As per DSR-2023 S.I No.22.7.1
23Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compoundconsisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm.(b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm.(c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. As per DSR-2023 S.I No.22.6
24Grading roof for water proofing treatment withCement concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20mm nominal size) Complete all as per DSR 22.14.1
2512 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) Outer Side as per DSR-2023 S.I No. 13.4.2
2615 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) Inner Side as per DSR-2023 S.I No. 13.5.2
2715 mm thick cement plaster of mix 1:4 ( 1 cement & 4 coarse sand )Below Plinth as per DSR-2023 S.I No. 13.5.1
28Cement concrete flooring 40 mm thick with 20 mm nominal size stone aggregate1:2:4 (1 cement : 2 coarse sand : 4 with 20 mm nominal size graded stone aggregate ) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete as per DSR-2023 S.I.No.11.3.1
29Providing and fixing of 4 mm wide and 4 mm thick glass strips in joints of terrazo/ cement concrete floors. as per DSR-2023 S.I.No.11.13.1
30Providing and laying vitrified floor tiles 600×600mm size in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm as per DSR-2023 S.I.No.11.41.2
31Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to IS. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc complete. Size of Tile 600x600 mm as per DSR-2023 S.I.No.11.46.2
32Kota 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) : (20 mm thick). As per DSR-2023 S.I No.11.26.1
33Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing omplete. As SI No-11.27
34Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per DSR-2023 S.I No. 13.46.1 Two Coats
35Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre as per DSR-2023 S.I No. 13.41.1 Two Coats
36Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plasterd wall surface even and smooth surface as per DSR 2023 S.I. No -13.80
37Plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. as per DSR-2023 S.I No. 15.30
38Providing 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.110 mm diameter. As per DSR-2023 S.I No. 12.41.2
39Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. As per DSR-2023 S.I No.12.22
40Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. as per DSR-2023 S.I.No.10.2
41Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.as per DSR-2023 S.I.No.10.25.2
42Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer Using flats 30x6mm for diagonal braces and central cross piece as per DSR-2023 S.I.No.10.5.2.
43Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.as per DSR-2023 S.I.No.10.25.2
44Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture as per DSR-2023 Sl no. -13.62.1
45Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. as per DSR(E&M)-2025 Sl no.1.10.3 Group-C
46Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductorsingle core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.as per DSR(E&M)-2025 Sl no.1.12
47Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire.as per DSR(E&M)-2025 Sl no.1.14.1
48Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire.as per DSR(E&M)-2025 Sl no.1.14.2
49Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required.as per DSR(E&M)-2025 Sl no.1.31
50Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required.as per DSR(E&M)-2025 Sl no.1.32
51Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.as per DSR(E&M)-2025 Sl no.1.25
52Supplying and fixing brass batten/ angle holder including connection etc. as required.as per DSR(E&M)-2025 Sl no.1.34
53Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.as per DSR(E&M)-2025Sl no.2.10.1 Single pole
54Supplying and fixing following rating, four pole, (three phase and neutral), 415 V,residual current circuit breaker (RCCB), having a sensitivity current 30 n1A in the existing MCB DB complete with connections, testing and commissioning etc. as required.as per DSR(E&M)-2022 Sl no.2.15.3 63 Amp.
55Supply and fixing of LED Tube Light with batten suitable for upto 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. - CAT-AAA. As Per UPPWD-1413
56Supplying, installation, Testing & Commissioning of LED Recessed/ surface Down lighter (Round/ square/ Rectangular) COB Type of following body material and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt,frequency 50/60 hz, Operating temp range -5 0C to40 0C, internal surge protection of 2.5 KV withShort & Open circuit protection ,THD < 10% , P.F.≥0.95, IP20, CRI >80, UGR (Unified Glare Rating)< 19, Flicker free (flicker should be below 5%), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K / 4000°K / 5700°K / 6500°K (As per ANSI Bin), SDCM (Standard Deviation Color Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be confirming to relevant BIS standards. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing Complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 and <120 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of . As per DSR(E&M)-2025Sl no.8.4.3 aluminium housing such that LED junction temperature shall not rise above 90°C) Powder coated die cast /Extruded aluminium Body including trim with Aluminium Reflector
57Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal(Aluminium alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al body. Power Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, remote (preferably mobile app based) for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 0C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC supply Ceiling Fan compliant to IS 374:2019 fan i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required.1200mm, service value ≥ 6.0 CM/Min/Watt, air delivery 210 CM/Min (Minimum) as per DSR(E&M)-2025 Sl no.9.1.3 .
58Supply and fixing of M.S sign board of prescribed size 1.20m *2.75 m with angle 40*40*6 mm iron angle and 1 mm thick ms iron sheet including painting and letter writing complete. As per SE RED Meerut, Sanction letter No.1108 Dated 09.10.18 Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57184363
AUTHORITY Government Departments
TENDER VALUE 62.53 Lakhs
LAST DATE 31-08-2026
Authority
Authority Name Rural Engineering Department
Work Description Tender for Construction Of Two New Rooms With Verandah Kota Stone Flooring Tiles And Painting And Repair Work Of Walls In Maharishi Dayanand Inter College Govindpuri Modinagar.
Basic Detail
Tender No NIT - 829 dt 28.07.2026 SE
Bidding Type Tender
Location
City Ghaziabad
State Uttar Pradesh
Key Dates
Publish Date 25 Aug 2026
Submission Date 31 Aug 2026
Open Date 01 Sep 2026
Finance
Tender Value 62.53 Lakhs
Tender Fee 2714
EMD 1.26 Lakhs
Exemption Not Available
Document List
2e6e7c20-f41a-4268-b372-1bb3b7329abc.html
BOQ_2218014.xls
Tendernotice_1 (65).pdf

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Tender Timeline

Aug 25, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 31, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 2 days
Sep 01, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 3 days

Tender Documents

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BOQ_2218014.xls

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Tendernotice_1 (65).pdf

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