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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.3 LAccepted-AOC | L1 | Accepted-AOC Responsive | |
| 2 | L2₹18.2 L+₹1.9 L (11.8%)Rejected-Finance BARA P S ALIPUR TEKARI DIST GAYA | GAYA | BIHAR | 804403 | L2 | Rejected-Finance Not responsive | |
| 3 | L3₹19.5 L+₹3.2 L (19.7%)Rejected-Finance | L3 | Rejected-Finance Not responsive |
Tender Value
₹17 L
EMD Value
₹34,000
Closing Date
14 Dec 2022, 5:00 pmClosed
Executive Engineer (Const)
Estate Office, CCS HAU, Hisar
Construction of RCC fish culture pond (making existing katcha pond into pucca RCC pond), interlocked paver block path and interlocking fencing around pond and providing aerator system etc. at KVK, Panchkula
2022_HRY_248729_1
3321-C
Open Tender
Civil Works
Works
90 days
CCS HAU
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
₹34,000
Yes
16 May 2023
5 Dec 2022
15 Dec 2022
5 Dec 2022
14 Dec 2022
5 Dec 2022
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. All kinds of soil (HSR 4.12.1)
Earth 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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. (HSR 4.14.1)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1:3:6 (1 Cement : 3 coarse sand (zone-Ill): 6 graded cum stone aggregate 40 mm nominal size) (HSR 6.1.5)
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor four level, excluding the cost of centering, shuttering and finishing: 1 :2:4 (1 Cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 20 mm nominal size) (HSR 6.2.2)
Providing and laying damp-proof course with cement concrete 1 :2:4 (1 cement : 2 coarse sand (zone-Ill): 4 graded stone aggregate 12.5mm nominal size) 40mm thick (HSR 6.8.2)
Providing 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: (HSR 6.14.1) 1 : 1. 5: 3 ( 1 cement : 1. 5 coarse sand (zone-Ill): 3 graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete (HSR 6.30.1)
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. (HSR 6.30.2)
Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diaMeters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. Thermo-Mechanically Treated bars of grade Fe-500D kg or more. (HSR 6.33.6)
Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand) (HSR 7.21.1)
Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: Cement mortar 1:6 (1 cement: 6 coarse sand) (HSR 7.21.2)
Providing and laying of conglomerate floor 50mm thick cement concrete topping 1 :2:4 (HSR 10.7)
Providing and laying 60mm thick factory made cement concrete inter1ocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over (BIS 15658:2006) and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. (HSR 10.76)
Cement Concrete 1 :8:16 Flooring Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. (HSR 10.100.2)
12 mm cement plaster finished with a floating coat of neat cement of mix : 1 :3 (1 cement: 3 fine sand) (HSR 11.11.1)
Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works (HSR 11.68.3)
Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. (HSR 11.78)
Steel 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 (HSR 13.29.2)
Providing and fixing G.I. interlocking fencing of size 3”x 3” made of 10 gauge wire fixed in angle iron frame by means of M.S. flat & bolts/ nuts (Items of M.S. flat, angle iron frame and bolts/ nuts shall be paid separately under HSR) including drilling holes in M.S. flats etc., complete in all respects as per architectural drawing and design. (NS)
Providing and fixing G.I. barbed wire fencing (made of wires of TATA make), weighing 13.60 kg to 15.50 kg per 100 metres (Horizontal/ diagonal) and fixed with G.I. wire of 12 gauge or by providing cut including drilling holes in the posts, complete in all respects as directed by Engineer-in-Charge (including the cost of G.I. wire used for binding which shall not be measured for payment but excluding the cost of posts, struts, earth work and concrete which are payable separately) (NS)
Providing and fixing in position 2.0 H.P. capacity 4 paddles Aerator System complete in all respect as per specificatins of the manufactures and direction of the Engineer-In-Charge. (NS) Model:-R4PWA120R3P Make:- ARDIS (Ardis Enviro Solutions). Note:- Contractor has to deposit the original bill of purchase of motor/Aerator System with the department to claim the warranty against any manufacturing defect on all spares and motor.
Mukesh Kumar
MOHINDER SINGH
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