Development and Construction including Repairing of Public Amenities of Existing Bus Stand Pushkar, Ajmer
Ajmer Development Authority · Pushkar, Rajasthan · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹6.3Cr
- EMD: ₹12.5L
- Published: 07 Nov 2026
- Closing date: 25 Nov 2026
- Status: open
- Status as of: 07 Nov 2026 03:52 UTC
- Department: Ajmer Development Authority
- Office: Ajmer Development Authority, Ajmer
Description
Development, construction and repair of public amenities at the existing Pushkar Bus Stand, including building and associated sanitary and plumbing facilities. Estimated cost is Rs. 626.50 lakh and completion period is 8 months.
Eligibility & requirements
- Past performance: 33.33%
- Startup relaxation: No
- MSE relaxation: No
- Certifications: GST Registration
- Documents required: GST Registration certificate, PAN Card, Bidder's registration certificate, Certificate of similar nature (Building work) completed, issued by a competent engineer not below Executive Engineer, Information regarding financial resources and capability in Schedule I, Information regarding maximum value of civil engineering works executed in Schedule II, Information regarding existing commitments and ongoing works in Schedule III, Affidavit of correctness of information furnished in Schedules I, II and III, Certificate of correctness of bid document on Rs. 1000 non-judicial stamp paper issued by Government of Rajasthan
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Commercial terms
- Bid type: Percentage
- Evaluation: Technical qualification evaluation followed by financial bid evaluation
- Make in India (MII): No
- MSE preference: No
Line items (190)
- Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr. : All kinds of soil All site campus area Cleaning levealing surounding — Qty: 1927 Sqm
- Carriage of Materials: Earth, Sand, Lime, Morrum manure or sludge and Building Rubbish Stone metal (Grit and ballast etc.) For 5 Km. — Qty: 2838.7 Cum
- 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 disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil — Qty: 4725 Cum
- Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed : All kinds of soil — Qty: 219.1 Sqm
- Supplying and Filling in plinth with blown sand under floors including watering ramming consolidating and dressing complete including cost of sand. — Qty: 405 Cum
- Diluting and injection Chloropyrifos Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment and excluding the cost of chemical emulsion) . — Qty: 1481.25 Sqm
- Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/Lindane emulsifiable concentrate of 20% — Qty: 296.25 Ltr.
- Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). — Qty: 667.36 Cum
- Random rubble dry stone Kharanja under floor. — Qty: 618.35 Cum
- Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix — Qty: 405 Cum
- Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix — Qty: 439.6 Cum
- Providing and laying in position Ready mix concrete manufactured in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. All works upto floor V floor M20 grade Design Mix by using cement as per codal provision. — Qty: 361.29 Cum
- Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. — Qty: 1234.9 Sqm
- Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Columns, pillars, posts and struts etc. — Qty: 1232 Sqm
- Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. — Qty: 2976.16 Sqm
- Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786). Thermo-mechanically Treated bars (Conforming of relevent IS code) — Qty: 104128.52 Kg
- Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). — Qty: 801.72 Cum
- Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 25mm thick . — Qty: 6180 Sqm
- Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) — Qty: 395.44 Cum
- Half brick masonry in Superstructure , above plinth level upto floor V level using bricks of designation 75 Cement mortar 1 : 4 (1 cement : 4 coarse sand) — Qty: 407.91 Sqm
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