Public Administrative Department Government Departments Closing in 17 days TDR #58289780

Tender for Tender for Hariparvat Zone, Sanjay Place Rashtriya Sankhiki Karyalay Ka Samne Vertical Parking

Issued by Government Departments · Agra, Uttar Pradesh
Tender Value
Ref. Documents
Estimated cost
Bid Submission
17 Nov 2026
17 days left
EMD
10.83 Lakhs
Bank guarantee accepted
Document Fee
17700
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Hariparvat Zone, Sanjay Place Rashtriya Sankhiki Karyalay Ka Samne Vertical Parking

BOQ

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Sl. No. Item Description
1SITE CLEARANCE & MOBILIZATION :Surface dressing of the ground including removing vegetation and in-equalities not exceeding15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil(DSR 2.28.1)
2EARTHWORK IN EXCAVATION :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 upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge. All kinds of soil.(DSR 2.6.1)
3EARTH BACK FILLING :Excavating, supplying, stacking 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 foundation trenches, plinth, sides of foundation etc. complete for all lift..(DSR 2.25(a))
4P.C.C (1:5:10) Works1:3:6 (1 cement : 3 coarse sand (zone-iii) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)(DSR 4.1.6)
5R.C.C. FOOTING (M25)providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (rcA) as coarse aggregate and fine aggregate within permissible utilization of 20% each, Portland Pozzolana /Ordinary portland/portland Slag cement, admixtures in recommended proportions as per iS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level concrete of m25 grade with minimum cement content of 330 kg /cum(SDR 5.33A.1.1)
6R.C.C. COLUMN (M25)RCC work with cement approved coarse sand and 2 cm (3/4) gauge approved stone ballast in the proportion 1:1.5:3 in (One part of cement,1.5 part of coarse sand and 3 part of 2cm Stone Grit) Wall/RCC Column excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWGI binding wire and including neccessary centering and shutteringetc. And also including Supply of all materials labour and tools and plants etc. Strength of the concrete shall not be less than M-25 grade.5.33A.2.1
7STEEL REINFORCEMENTAll works above plinth level up to floor V level concrete of m25 grade with minimum cement content of 330 kg /cum 5.22A.6
8BRICK WORKS (1:4)Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)(DSR 6.1.1)
9DAMP PROOF COURSEProviding and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate12.5mm nominal size derived from natural sources)(DSR 4.10)
10ANTI TERMITE TREATMENTTreatment 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(DSR 2.35.3.1)
11CEMENT PLASTER : Inner Wall (1:4)12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)(DSR 13.1.1)
12CEMENT PLASTER : External wall (1:4)12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)(DSR 13.1.1)
13WALL PUTTY INT. EXTProviding and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.(DSR 13.26 )
14INTERNAL PAINTDistempering (new work - Two coat or more coats ) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including water thinnable priming coat with cement primer of approved brand & manufacture after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost of all materials. (Ceiling)(DSR13.41.1)
15EXTERIOR WEATHER COAT PAINTFinishing walls withacrylic smooth exterior paint of required shade of approved brand & manufacture on new work undecorated wall surface two or more coats applied cost of all materials, labour, T & applied @ 1.67 ltr/10 sqm over and including primimg coat of exterior primer applied 2.20kg/ 10 sqm) supply of all labour, material and T &P etc. required for proper completion the work.(DSR 13.47.1)
16TERRACINGProviding and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting 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. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. (DSR 22.6 )
17DOOR FRAMEProviding wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Sal wood (DSR. 9.1.2)
18WINDOW FRAMEProviding wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Sal wood(DSR. 9.1.2)
19DOOR SHUTTERSProviding and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws(DSR. 9.20.1)
20WINDOWS SHUTTERS FRAMEProviding wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Sal wood(DSR. 9.1.2)
21WINDOWS GLASS (4 MM)Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge 4.0 MM THK GLASS(DSR. 21.3.1)
22FLOORING : 100 mm thick Trimix flooring with M25 concrete in pannels, not more than 50 sqm in planReinforcement steel to be laid 10 @ 150 c/c in both the direction (paid in separate item ). Groove to be cut at all junction 20 mm deep and 10 mm wide and fill with bitumen etc complete(AR) (Quotation Attached)
23FLOORING : Kota 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) : 25 mm thick(DSR. 11.26.1)
24FOOTPATHProviding and laying 60mm thick faciory made cement concrete interlocking 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 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.16.68
25CCTV Surveillance (as per quotation) includinginstallation and supply. (Quotation Attached)
26Mechanised hydraulic parking (as per quotation)including installation and supply. (Quotation Attached)
27Car parking management system :Entry Terminal - Automatic Ticket dispenser with Malfare Card Reader & Single Colour Digital LED Display screen.Thermal printing technology with 80mm paper width, capable to Offline mode.Make- Arete (Quotation Attached)
28Car parking management system :Barrier- Automatic High Speed Barrier, 1.3 sec. opening/closing time with 4.5 mtr staright arm, electro-mechenical, brushes DC motor, 24VDC, Max. power consumption 95W.Inbuilt loop detector. (Quotation Attached)
29Car parking management system :Manual Pay Station - Touch POS with Barcode scanner, receipt printer, cash drawer and customer fee display with control module.
30Car parking management system :Server & Software- Database system with SQL 2016 or above server, inbuilt window WINOP with VMS module, Web services - Cash point, sales. (Quotation Attached)
31Car parking management system :Installation, Testing & Commissioning Charges (Excluding Civil, Electrical & Networking) (Quotation Attached)
32Fire FightingFIRE EXTINGUISHER ABC 6KG (5 Year Warranty)
33Electrical Work : Electric panel (Quotation Attached)
34Electrical Work : Armoured cable 5 core 2.5 sq.mm. Connection to allparking equipments. (Quotation Attached)
35Electrical Work : Guard room light, fans, switch and sockets
36Electrical Work : Copper earthing (Quotation Attached)
37Electrical Work : Diesel Generator set 35 kva 3 phase with canopy
389 Mtr. G.I. Minimast : Supply & fixing of 9mtr.GI Octagonal pole of approved make (top dia 70mm, Bottom dia 155mm and base plate 12mm thick) having 3mm thickness with single arm bracket (1mtr length) on RCC foundation including the cost of foundation, foundation volts, excavation & back filling and required T&P complete in all respect, (S) No. 645 PWD Schedule2018) (Quotation Attached)
399 Mtr. G.I. Minimast : S/F of angle iron frame fabricated as per design approved of angle iron size 40mmx40mm for fixing 4 to 6 flood light complete in all respect including welding labour charge T&P etc. (Quotation Attached)
409 Mtr. G.I. Minimast : Supply and laying of 10sqmm 2 core aluminium conductor PVC insulated armoured served sheathed cable 1100 volts grade at a depth of 750mm below ground level over a cushion of 75mm thivk sand all around protected with burnt bricks on sides and on top. On size or as directed by the engineer-incharge complete in all respect. the armouring of the cable shall be properly connected with the earth conductor by clamps etc, (SI No, 501(B) PWDshedule 2018)
419 Mtr. G.I. Minimast : Supply and fixing of factory wired integral LED flood light luminaries with die cast aluminium housing built with driver set suitable for 140w. To 150w. Confirming to IP 55 protection complete in all respect. CAT AAA (S.I. No. 1454PWD Schedule 2018
429 Mtr. G.I. Minimast : Supply and buying of 600mmX600mm G.I. Plate vertically for earthing with its top at least 3 meters below ground level complete with 20mm dia. G.I. pipe and funnel for watering and one earthing lead of one no. 8 to 10 SWG.G.I. wire will be extra 30mm square CI frame with hinged cover masonary housing housing alternate layers of charcoal/ coke and salt atleast 150 mm thick alround etc. as per directions of engineer-in-charge complete in all respects as per drawing (This will apply for earthing ofpoles also) (S.I. No-702 PWD Schedule - 2018)
439 Mtr. G.I. Minimast : Supply and fixing 25A SPN following capacity of automatic street light cubicle control panel painted with anticorrosive alkali or astronomical programmable timer switch. Enclose in Suitable size mild steel box , having bypass switch and 20-32 Amp. contactoe and required MCB etc. acid proof paint consisting of time switch TSO100 series with contacors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, Complete in all respect. (S.I. No. 807 B(2)PWDSchedule 2018)
449 Mtr. G.I. Minimast : Supply & fixing of radium strip on pole at midnight. Patti size 2\\" with color red white yellow. (Quotation Attached)
459 Mtr. G.I. Minimast : Supply and laying & burying of PN-6 PE-63 grade 3.50 mm dia 4mm thick high density polyethylene pipe with silicon coating as per IS-4984 & manufactured by ISO-Certified firm in center channel divider complete in all respect (as ADA rate). (HDC pipe) (Quotation Attached)
469 Mtr. G.I. Minimast : Supply and wiring of submains with two nos. of 2.5 sq.mm. FRISH PVC insulated 1100 V grade single core multistrand copper conductor cable in existing conduit complete with supply of all material labour and T&P required for proper completion of the work as directed at site by engineer in charge. (S.I. No- 289 PWD Schedule2018)
479 Mtr. G.I. Minimast : Supply & fixing of 6 Amp to 32 Amp. SPMCB (10 KA) C Curve (S.I. No. 1002 CAT B) PWD Schedule 2018)
48Torrent (Electrical Work)
49Sub Total (A)
50Add / Deduction For Estimate Figure Amount Match
51Grand Total Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58289780
AUTHORITY Government Departments
TENDER VALUE Ref. Documents
LAST DATE 17-11-2026
Authority
Authority Name Agra Municipal Corporation
Work Description Tender for Hariparvat Zone, Sanjay Place Rashtriya Sankhiki Karyalay Ka Samne Vertical Parking
Basic Detail
Tender No 30-10-2026/ NAGAR NIGAM AGRA/ 17-11-2026/02
Bidding Type Tender
Location
City Agra
State Uttar Pradesh
Key Dates
Publish Date 30 Oct 2026
Submission Date 17 Nov 2026
Open Date 17 Nov 2026
Finance
Tender Value Ref. Documents
Tender Fee 17700
EMD 10.83 Lakhs
Exemption Not Available
Document List
00f87b38-b604-4ea4-89a1-b27835471afa.html
BOQ_2277543.xls
Tendernotice_1.pdf

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Tender Timeline

Oct 30, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 17, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 17 days
Nov 17, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 17 days

Tender Documents

Download All (ZIP) ↓
html

00f87b38-b604-4ea4-89a1-b27835471afa.html

xls

BOQ_2277543.xls

pdf

Tendernotice_1.pdf

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