Indian Tenders

Tender Notice

TDR 54804453
Tendering Authority University Of Pune
Tender No C.A.No.2025-26/SPPU/ ESTATE/EE/ CIVIL/16
Tender ID 2026_UOFP_1289235_1
Tender Brief Tender For Providing And Erecting Shed In Between Hanuman Mandir & Community Hall (Ganesh Mandir) And Allied Civil Work At Savitribai Phule Pune University.
City Pune
State Maharashtra
Document Fees INR 1500 /-
EMD INR 24000.0 /-
Tender Value INR 24.09 Lakhs /-
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for Providing And Erecting Shed In Between Hanuman Mandir & Community Hall (Ganesh Mandir) And Allied Civil Work At Savitribai Phule Pune University.

Key Dates

Publish Date 24-03-2026
Last Date of Bid Submission 11-04-2026
Tender Opening Date 13-04-2026

Contact Information

Company Name University Of Pune
Contact Person Registrar, SPPU
Address Registrar Office, SPPU

BOQ Items

Name of Work:- Providing and Erecting Shed in between Hanuman Mandir & Community Hall (Ganesh Mandir) and allied Civil work at Savitribai Phule Pune University.
Sl. No. Item Description
1Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area & stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means Spec. No.: Bd. A.1 Page No. 259
2Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) Spec No.Bd.A.2 Page One Number 259, By Mechanical Means
3Excavation for foundation in Soft rock and old cement and lime masonry foundations including removing the excavated mate-rials upto a distance of 50 metres beyond the building area and stacking as directed including dewatering preparing the bed for the foundation and necessary back filling with available earth murum, ramming, watering including shoring and strutting etc. complete (lift upto 1.5m) By Mechanical Means Spec. No.: Bd.A.4 Page No. 259
4Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated materials upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum ramming, watering, complete. (Lift upto 1.5m).By Mechanical MeansSpec. No.: Bd.A.6 Page No. 260
5Providing soling using 80mm size trap metal in 15cm. Layer including filling voids with Crushed sand/grit, ramming, watering etc. complete.
6Filling in plinth and floors with approved excavated materials in 15 cm to 20 cm layers including watering and compaction complete.Spec. No.: Bd.A.10 Page No. 262
7Filling in plinth and floors with contractor’s soil, sand or murum in 15 cm to 20cm, layers including watering and compaction complete.Spec. No. Bd.A.11 Page No. 263
8Disposel of Excavated material lead of 1.50 km including carting away upto municipal dumpimg ground loading, unloading, spreading etc. complete as directed by Engineer in charge.
9Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Spec. No: - Bd. E.1 Page No.287
10Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Spec. No.: Bd.E.4 Page No. 289 and B-7, Page No.38
11Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap / granite/quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering, formwork ,cover blocks, laying/pumping, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)Spec. No.: Bd.F.3 Page No. 298 and B.7, Page No.38
12Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Spec. No.: Bd.F.5 Page No. 300 and B-7, Page No 38.
13Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel).with reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)Spec. No.: Bd.F.6 Page No. 300 and B.7, Page No.38
14Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C.coping to plinth or parapet and sill of doors and windows moulded as per detailed drawings or chamfered as approved by the Engineer including steel centering, formwork, cover blocks, laying/pumping, compacting , curing , finishing and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel).with reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade), Spec. No.: Bd.F12 Page No. 304 and B.7 Page No 38
15Providing and fixing in position TMT-FE-500 reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. Spec. No: - Bd.F.17 Page No. 306
16Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/ in plinth external walls including bailing out water, striking joints on unexposed faces, raking out joints on exposed faces and watering Complete. Spec. No.: Bd.G. 1 Page No. 313
17Providing second class Burnt Brick masonary with conventional/ I.S. type bricks in cement mortor 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding complete.
18Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15mm thick in C.M. 1:4 using waterproofing compound at 1 kg. per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8mm thick in C.M. 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. With natural sand. Spec. No.Bd.L.7 Page No. 369.
19Providing and fixing heavy duty inter locking concrete RUBBER MOULD GLOSSY PAVING BLOCKS of 60 millimeter thickness of having a strength of 400 Kilogram/sq.m of approved quality and shape on a bed of crushed sand of 25 to 30 millimeter thick including striking joints and cleaning etc. complete. (using 100% crushed sand) Spec. No. Bd. M-12 page One Number 385
20Providing and applying two coats of exterior weather shield paint of approved manufacture and of approved colour to the plastered surfaces including cleaning,preparing the plaster surface ,applying primer coat ,scaffolding if necessary, and watering the surface for two days etc complete. NOTE: For Item One Number 15 to 18 prior approval of Superintending Engineer will be necessary Spec. No: - As directed by Engineer in charge
21Providing and laying in position flooring of telephone black / Amba White / Cat bary brown / RBI red / Ocean Brown granite stone of approved shade and size 18 mm to 20 mm thick on bed 1:6 cement mortar including cement floats striking joints, pointing in C.M. 1:3 curing and cleaning etc. complete.**(Basic Rate of Granite Rs.2656.00/Sq.m.) Spec. No: - Bd. M . 3B Page No. 380
22Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed designs and drawing including fixing in position without connecting plates, braces etc. and one coat of anticorrosive paint and over it two coat of oil paintings of approved quality and shade complete. Spec. No.: Bd.C.2 Page No. 275
23Providing, fixing and hoisting in postion mild steel Tubbular Trusses of required span as per drawing and desings including purlins wind bracing runners, gusset plates, foundation bolts including painting 3 coats of oil paint approved quality and shade, scaffolding etc. complete as per ISI specification. Spec. No.: B-18 Page No. 78
24Providing and fixing of colour coated Zincalume (R) AZ150 (Min 150 gms/ sq.mt. total on each sides) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45mm Base Metal Thickness (BMT) (0.5 mm TCT), Hi-strength steel with min. 550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% aluminiumm 43.4% zinc 1.6% silicon) with COLORBOND (R) steel quality super durable polyster paint coat (with inorganic pigment). The paint shall have a total coating thickness of noiminal 35 um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom. 950- 1050 mm effective cover width and nominal 25-30 mm deep ribs with subtle square fluting in the five pan at nominal 180-250 mm centre-to-centre. The end rib shall be designed for anti-capillary groove & return leg. The feed material should have coil manufacturer's product details marked at regular interval. Including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated, Hex head, self-drilling screw etc. complete. (Weight of profile 4.52 Kg/ Sqm) Sheet profile as per mangalore tile pattern.Spec. No: - As directed by Engineer in charge
25Providing and fixing of colour coated Zincaluminium( R ) AZ150 ( min 150 gms/sq.mt. total on each side ) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 mm Base Metal Thickness ( BMT ) (0.5 mm TCT ), Hi-strength steel with min.550 MPa yield strength, metallic hot dip coated withAluminium-Zinc alloy (55% aluminiumm 43.4% zinc 1.6% silicon) with COLORBOND ( R ) steel quality super durable polyster paint coat ( with inorganic pigment). The paint shall have a total coating thickness of nominal 35 mm, comprising of nominal 25mmexterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom. 950- 1050 mm effective cover width and nominal 25-30 mm deep ribs with sublet square fluting in the five pan at nominal 180-250 mmcenter- to-center. The end rib shall be designed for anti-capacity groove. and return leg. The feed material should have coil manufacturers product details marked a regular interval. including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated, Hex head, self-drilling screw etc. complete. (weight of profile 4.52 Kilogram/ One Square Metre) 600 mm girth (Surface Width).Spec. No: - As directed by Engineer in charge
26BRICKS:-Water absorption (set of 5 bricks), Compressive strength (set of 5 bricks), Efflorescence (set of 5 bricks)
27CONCRETE:-Compressive Strength OF C.C. Cube(Set of 3 cubes)
28STEEL BAR TESTING :-Up to 16 mm (set of 3 bars)
29CONCRETE PAVING BLOCKSCompressive Strength , Water Absorption,(Set of 8 Blocks) Please Enable Macros to View BoQ information

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