Public Administrative Department Local Bodies Closing in 6 days TDR #58223815

Tender For Construction Of Building, Boundary Wall And providing and Fixing Interlocking Tiles Of Landscaping Area Of E-Library And Aganwari School In Village Millak Lacchi, Greater Noida.

Issued by Local Bodies · Gautam Buddha Nagar, Uttar Pradesh
Tender Value
81.77 Lakhs
Estimated cost
Bid Submission
06 Nov 2026
6 days left
EMD
1.64 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Of Building, Boundary Wall And providing and Fixing Interlocking Tiles Of Landscaping Area Of E-Library And Aganwari School In Village Millak Lacchi, Greater Noida.

BOQ

Name of Work:- Construction of Building, Boundary Wall and P/F Interlocking tiles of Landscaping area of e-library and Aganwari school in village Millak Lacchi, Greater Noida.
Sl. No. Item Description
1Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) (DSR-2023/15.2.1)
2Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. : In cement mortar (DSR-23/15.7.4)
3Cartage of ballast, Kankar Coal, grit or sand including loading & unloading but excluding stackings on pakka roads: 2nd Km. (SOR-25/Ch-4/4.02/232(a))
4Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : Of area 3 sq. metres and below. (DSR-2023/15.13.1/AR)
5Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): From brick work in cement mortar (DSR-2023/15.8.3/AR)
6Earth 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 for all lift, as directed by Engineerin- charge. : All kinds of soil (DSR-2023/2.6.1)
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 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 8 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA)). (DSR-2023/4.1.8A)
8Centering and shuttering including strutting, propping etc. and removal of form for : (DSR-2023/5.9)
9Foundations, footings, bases of columns, etc. for mass concrete (DSR-2023/5.9.1)
10Providing 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, 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.
11Note: 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 (DSR-2023/5.33.1.1)
12Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. : Thermo-Mechanically Treated bars of grade Fe-500D or more. (DSR-2023/5.22.6)
13Centering and shuttering including strutting, propping etc. and removal of form for : (DSR-2023/5.9)
14Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.(DSR-2023/5.9.2)
15Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR-2023/6.1.1)
16Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR-2023/6.4.1)
1712 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) (DSR-2023/13.4.1)
1815 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) (DSR-2023/13.5.1)
196 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) (DSR-2023/13.16.1/AR)
20Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) (DSR-2023/13.44.1)
21Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (DSR-2023/13.80)
22Distempering 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 (DSR-2023/13.41.1/AR)
23Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work (DSR-2023/13.61.1/AR)
24Providing 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 M.S. angels 40x40x6 mm for diagonal braces (DSR-2023/10.5.1)
25Providing 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:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.
26(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.
27(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making patternof 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :
28With average thickness of 120 mm and minimum thickness at khurra as 65 mm. (DSR-2023/22.7.1)
29Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (DSR-2023/2.27/SOR/AR)
30Kota 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) : (DSR-2023/11.26.1)
31Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. (DSR-2023/8.31)
32Steel 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 (DSR-2023/10.25.2)
33Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads. Transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No 300-2: lead upto of 5.00KM (MORTH--25/305/3.18)
34Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks : 1:4 (1 cement : 4 coarse sand) (DSR-2023/11.1.1)
35Supply of 80mm thick ISI marked Shaped machanically compressed Interlocking cement concerete paver blocks, smooth high laoss finish, skid resistant; manufactured from rubber moulds through vibrocompressiojn mechanism, high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping. The compressive strength of concerete paver block shall not be less than 30 MPa and weight 4.5kg per No. confirming to IS: 15658-2006. : Gray Base (SOR-2025/2.5(a))
36Laying of Interlocking Tiles of 60/80/100 mm thick including levelling and dressing of surface up to required level and slopes over 30 mm thick bed and filling joints with fine sand including cost of fine sand, labour, T&P etc complete But excluding cost of Tile as directed by Engineer in charge. (SOR-2025/5.5.07)
37Supply and fixing of pre cast concrete R/F bench chair typed with back rest manufactured by using M-30 grade of concrete and reinforced suitable to prevent dameged during handlling trransportation execution and long the bench consisits of 20 no D shape base support in grey/cement colour thickness 100 mm back height 1000mm & front height 450mm base width 620mm and 5 nos reinforced concrete planks is red coloure of size 1500 mmx 100mmx50mm and 1 no of reinforced concrete planks of size 1500 200mmx50mm all part one joint together with galavnized nuts & bolts of suitable size all bolts are sealed after assembly seating length of the bench 150mm seating height of the bench 450 mm total length of bench mm X 1000mm. (A.R/GNIDA)
38Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests (DSR-2023/17.1.1)
39Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps (DSR-2023/17.7.1)
40Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. (DSR-2023/17.23/AR)
41Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Flexible pipe : 32 mm dia (DSR-2023/17.28.2.1)
42Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore (DSR-2023/18.18.1)
43Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work):15 mm nominal bore (DSR-2023/18.46.1/AR)
44Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (DSR-2023/18.48/AR)
45Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931. 15mm nominal bore (DSR-2023/18.53.1)
46Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. (DSR-2023/18.8/AR)
4715 mm nominal dia Pipes (DSR-2023/18.8.1/AR)
4820 mm nominal dia Pipes (DSR-2023/18.8.2/AR)
49Providing and fixing brass bib cock of approved quality : 15 mm nominal bore (DSR-2023/18.15.1/AR)
50Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size ) , including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
51With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (DSR-2023/18.33.1)
52Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for 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. (DSR-2023/12.42)
53Bend 87.5°; 110 mm bend (DSR-2023/12.42.5.2/AR)
54Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required: White glazed fire clay kitchen sink of size 600x450x 250 mm (DSR-2023/17.9.1/AR)
55Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. : 10 litre capacity - White. (DSR-2023/17.18.1/AR)
56Providing and fixing uplasticised PVC connection pipe with brass unions : 30 cm length : 15 mm nominal bore. (DSR-2023/18.21.1.1/AR)
57Labour cess and GST will be paid extra as per Govt. orders. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58223815
AUTHORITY Local Bodies
TENDER VALUE 81.77 Lakhs
LAST DATE 06-11-2026
Authority
Authority Name Greater Noida Industrial Development Authority
Work Description Tender for Construction Of Building, Boundary Wall And providing and Fixing Interlocking Tiles Of Landscaping Area Of E-Library And Aganwari School In Village Millak Lacchi, Greater Noida.
Basic Detail
Tender No SM/(E-TENDER CELL)/2026/827 DATED-24.10.2026
Bidding Type Tender
Location
City Gautam Buddha Nagar
State Uttar Pradesh
Key Dates
Publish Date 27 Oct 2026
Submission Date 06 Nov 2026
Open Date 12 Nov 2026
Finance
Tender Value 81.77 Lakhs
Tender Fee 2000
EMD 1.64 Lakhs
Exemption Not Available
Document List
47a54895-a55a-4df6-931e-de52dbd18032.html
BOQ_2273081.xls
PreQ_Cons_Milaklacchi.pdf
Tendernotice_1.pdf

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Tender Timeline

Oct 27, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 06, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 6 days
Nov 12, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 12 days

Tender Documents

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html

47a54895-a55a-4df6-931e-de52dbd18032.html

xls

BOQ_2273081.xls

pdf

PreQ_Cons_Milaklacchi.pdf

pdf

Tendernotice_1.pdf

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