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| # | Company | Quoted % | Amount | Rank |
|---|---|---|---|---|
| 1 | L1₹22.1 L | L1 | ||
| 2 | L2₹22.2 L+₹10,500 (0.48%) | L2 | ||
| 3 | L3₹22.3 L+₹21,000 (0.95%) | L3 | ||
| 4 | L4₹22.8 L+₹73,500 (3.33%) | L4 |
Tender Value
₹21 L
EMD Value
₹21,000
Closing Date
12 May 2026, 5:30 pmClosed
- Santosh Kumar Pandev(DFLT)
MUNICIPAL CORPORATION, RAIPUR
देवेन्द्र नगर सेक्टर 05 रायपुर, श्री रामेश्वर महादेव गार्डन का सौन्दर्यीकरण, जिम, झूला व पेवर ब्लाॅक के कार्य।
189406
NIT NO:04/PWD/Zone-2/2026 RAIPUR DATED: 20/04/2026
RESTRICTED TENDER
WORKS
PERCENTAGE
4 days
MUNICIPAL CORPORATION
Required Past Technical Experience: AS PER NIT
Required Financial Turnover (in INR): AS PER NIT
Required Bid Capacity (in INR): AS PER NIT
12 documents required · 12 mandatory
Urban Administration and Development Department (UADD)
WORKS
- Santosh Kumar Pandev(DFLT)
RESTRICTED TENDER
PERCENTAGE
A B C D
MUNICIPAL CORPORATION, RAIPUR
TENDER SECTION
COMMISSINOR, MUNICIPAL CORPORATION, RAIPUR
120
04.00
No
1
189406
12 May, 2026 5:30:00 PM IST
14 May, 2026 11:30:00 AM IST
21 Apr, 2026 1:00:00 PM IST
NIT NO:04/PWD/Zone-2/2026 RAIPUR DATED: 20/04/2026
देवेन्द्र नगर सेक्टर 05 रायपुर, श्री रामेश्वर महादेव गार्डन का सौन्दर्यीकरण, जिम, झूला व पेवर ब्लाॅक के कार्य।
21000.00 INR
Fixed Deposit Receipt (OFFLINE)
2
13 May, 2026 5:30:00 PM IST
AS PER NIT
AS PER NIT
AS PER NIT
0.00 INR
21d 5h 37m
12 documents required · 7 mandatory · 5 optional
₹0
₹21,000
12 May 2026
21 Apr 2026
14 May 2026
21 Apr 2026
12 May 2026
21 Apr 2026
13 May 2026
OFFICE OF THE MUNICIPAL CORPORATION RAIPUR (C.G.)
Zone No- 02 (BOQ)
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Bill of Quantity for works
Note: Rates as per PWD, SOR Road Works) 01-01-2015
S.N. Item no. Description and details of work Contents Rate Unit Amount
1 Earth work in Excavation
1.1 Excavation for all types and sizes of foundation, trenches and drains or for any other purpos including disposal of excavated stuff upto 1.5 m lift and upto 50 m (at least 5m away from the excavated area), including dressing and leveling of pits.Page No.9,Item No.1.1(i)In all types of soil
For coloumn C1 101.52 185.00 cum 18781.20
2 P.C.C. Base Conc.
3.1.2 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation,plinth and at ground level excluding cost of form work.Page No.23,Item No.3.1.2(ii)1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size).
column footing :- 12.78 2659 cum 33987.34
3.1.3 (iii)1:3:6 (1 cement :3 coarse sand :6 graded stone aggregate 40mm nominal size).Page No.23,Item No.3.1.3(iii)
3.2.1 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all work upto floor five level excluding cost of reinforcement and form work.Page No.23,Item No.3.2.1 (ii)1:1½:3 (1 cement : 1½ coarse sand :3 graded stone aggregate 20mm nominal size).b) M-20
3.12.1 Providing and placing in position reinforcement for R.C.C work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation & plinth all complete:thermo Mechanically treated steel bars FE 415 Page No.24, Item No.3.12.1
5 Centering & Shuttering
a 2.1 Providing and fixing formwork ncluding,shuttering,strutting,staging, propping bracng etc. complete and including its removal at levels, for: Page No.16,Item No.2.1 (i)Foundation, footings, bass of columns and plinth beam in any. Shape and size
b (v) Columns,pillars Piers and likes-rectagular or square in shape
c (viii) Beams,lintels,cantillevers & walls
d (vii) Suspended floors,roofs,access platform,balconies (plain surfaces ) and shelves (cast in stu)
a 7.2.2 Brick work with modular well burnt clay bricks of crushing strength not less than 25 kg/sqcm and water absorption not more than 20%in foundation and plinth in : page no. 44 item No. 7.2.2 Cement Mortor 1:6
b 7.6 Extra for brick work in superstructure:
PageNo.45,ItemNo.7.6
Above plinth level for every floor or part there of in addition to rate for foundation and plinth
7 7.12 (B)Half brick thick brick masonry with modular well-burnt clay bricks of crushing strength not less than 25 kg/sqcm and water absorption not more than 20% in superstructure above plinth level .Page No.45,Item No.7.10 (ii)Cement Mortar 1:4 (1Cement :4 coarse sand ) extra for half brick work in super structure above plinth lvl for every story or part there of in addition to rate for upto plinth lvl. Page No.46,Item No.7.12
8 3.13 Providing and laying damp proof course (upto 50mm thick with plain cement concrete 1:2:4 (1cement :2 coarse sand : 4graded crushed stone aggregate 20mm nominal size) including formwork.Page No.24,Item No.3.13
9 Mooram filling
1.18 Providing and filling in plinth with sand/Crusher dust and hard moorum under floor in layers not exceeding 20 Cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete. Page No.11,Item No.1.18
10 Plastering work
11.2.4 Providing & making 12 mm thick cement plaster of mix: Page No.103,Item No.11.2.4 (iv) In Cement mortar 1:6 (1 Cement :6 fine sand)
11 11.3.4 Providing & making 15 mm thick cement plaster on the rough of side of single or half brick wall of mix: Page No.103,Item No.11.3.4 (iv) In Cement mortar 1:6 (1 Cement :6 fine sand)
12 11.1.1 Providing & making 6 mm thick cement plaster of mix:Page No.103,Item No.11.1.1 (i)In Cement mortar 1:3 (1 Cement :3 fine sand)
13 8.1.2 Providing wood work in frames of doors, windows, clearestory windows and other frames wrought framed and fixed in position.b) Sal, bijasal, benteak, khair, haldu Page No.54,Item No.8.1.2
14 8.14.2 Providing and fixing flush door shutters,confirming to IS 2202 (Part -1) interior grade, commercial type, core of block board construction with frame of first class hard wood and well matched commercial ply veneering with vertical grains, cross bands and face veneers on both faces of shutters excluding hinges.Page No.56,Item No.8.14.2 (ii)35 mm thick(single leaf)
15 8.60.2 Providing and fixing bright finished brass sliding door bolt with nuts and brass polished MS screws complete:Page No.65,Item No.8.60.2 (ii)250x16 mm
16 8.62.3 Providing and fiixing bright finished brass tower bolts(barrel type) with brass polished MS screws complete:Page No.62,Item No.8.62.3(iii)150x10 mm
17 8.65.2 Providing and fixing bright finished brass door handles with brass polished MS screws complete:Page No.63,Item No.8.65.2(ii)100 mm
18 9.17 Providing and fixing factory made ISI marks steel doors, windows and ventilators side/top/center hung made up of standard rolled steel section conforming to IS 1038:1968 (viz F7D,F4B,K11and K12B) joints mitred and flash butt and sash bars tenoned and riveted/weded with 10 cm long lugs of size 15x3mm embedded in cement concrete block 15x10x10 cms of 1:3:6(1 cement :3 rawl plugs and screws or with bolts and nuts as required including providing and fixing of hinges, pivots, handles, pags, stays rolling deviced, locking arrangemnts, spring catch etc. as required complete including applying a priming coat of red oxide zinc chormate primer. page No. 81 item No. 9.17
19 9.22 Providing and fixing 3 mm fibre glass pane with steel glazing clips and special metal sash uptty of approve make in steel doors, widiows, ventilators.PageNo.82,ItemNo.9.22
20 8.15 Providing and fixing factory made 25 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762 mm X 25mm or less as per requirement with an avarege wall thickness of 1mm ±0.3mm. PVC foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25mm. An M.S. tube having dimensions 19 mm x19 mm is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom rdges of the shutter are covered with an end-cap of the size 25 mm X 11 mm.Door shutter shall be reinforced with special polymeric reinforcements as per manufactures' specification.Page No.73,Item No.8.150
Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat of red oxide zinc chromate primer. PageNo.81, ItemNo. 9.15 with frame
14.4 Preparation of wall surface by applying a cost of putty comprising of chalk mitti, varnish and white lead in ratio 2½:1:1(2½ kg chalk mitti:1 litre varnish : 1 kg white lead) respectively, sand papering and making the surface smooth to proper shape and presentable conditions.Page No.132,Item No.14.4
23 Distempering
14.11.1 Wall painting with acrylic luxury emulsion (plastic ) paint (top most approved branded quality ) to give an even shade. On new work (two or more coats) Page No.133,Item No.14.11.1
24 Exterior Paint
14.16.1 Painting new exterior surface with PREMIUM ACRYLIC SMOOTH exterior paint of required shade as per manufacturers specification to give protective and decorative finish including cleaning washing of surface etc complete with: on new work ( two or more coats applied at 1.43ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20kg/10sqm) Page No.133,Item No.14.16.1
12.13.1 Providing and laying vitrified floor tiles with double charge/ multi charde printing with water absorption less than 0.5% and conforming to IS : 15622 of approved make in all colours and shades and size mentioned below (+/-10mm), laid on 20mm thick cement mortar 1:4 (1 cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete: (i)Size 600x600mm.Page No.1126,Item No.12.13.1
26 White/Coloured glazed tiles
12.7.2 Providing and fixing ceramic glazed wall tiles conforming to Is :15622 of approved make, colours, shades and size on wall and dados over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white mixed with matching pigment complete.Page No.111,Item No.12.7.2 size above 200 x300
12.49 25 mm thick KOTA stone slab flooring over 20 mm (Average ) thick base of cement mortar 1:4 laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including grinding rubbing and polishing etc. compete (Area of slab to be 0.20 sq.m and up to 0.50 sq.m) PageNo.118,ItemNo.12.49
28 9.11 Providing and fixing in position Collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5 mm size with top and bottom rails of T-iron 40x40x6mm with 38 mm steel pulleys complete with bolts , nuts locking arrangement stopers, handles including applying a priming coat of red oxide zinc chromate primer Page No.80,Item No.9.11
29 14.22.2 Painting onnew work (two or more coats) to give an even shade with:Page No.134,Item No.14.22.2(ii)Premium synthetic enamel paint
Rain Water Harvesting Estimate
1 16.36 Dismantling terrazzo or mosaic or glazed vitreous or patent cement or tiled flooring or dado skirting of any thickness without sub base.
2 Demolishing cement concrete including disposal of material within 50 metre lead.
1:3:6 or richer mix 0.15 549.00 cum 82.35
3 1.1 Excavation for all types and sizes of foundation, trenches and drains or for any other purpos including disposal of excavated stuff upto 1.5 m lift and upto 50 m (at least 5m away from the excavated area), including dressing and leveling of pits.Page No.9,Item No.1.1(i)In all types of soil
4 3.2.1 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all work upto floor five level excluding cost of reinforcement and form work.Page No.23,Item No.3.2.1 (ii)1:1½:3 (1 cement : 1½ coarse sand :3 graded stone aggregate 20mm nominal size).b) M-20
5 Extra for precast PCC/ RCC work of any mix including form work, hoisting and fixing in Cement Mortar. 1:2 (1 Cement : 2 coarse sand) and finishing with cement plaster in Cement Mortar 1:3 (1 Cement : 3 coarse sand) but excluding reinforcement
6 3.12.4 Providing and placing in position reinforcement for R.C.C work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation & plinth all complete:Cold twisted bar / Hot rolled deformed steel Page No.24, Item No.3.12.4
7 21.14 Supplying, filling, spreading & leveling stone boulders/ Gravels/ Coarse sand, in recharge pit, in the required layers and thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (excavation of pit will be paid separately).
21.14.1 Stone boulders of size range 5 cm to 20 cm, in recharge pit 1.20 863.00 cum 1035.60
21.14.2 Stone boulders of size range 5 cm to 20 cm, in recharge pit 0.72 863.00 cum 621.36
21.14.3 Gravels of size range 5 mm to 10 mm, over the existing layer of boulders 0.24 806.00 cum 193.44
Coarse sand of size range 1.5 mm to 2 mm over existing layer of gravel 0.48 471.00 cum 226.08
8 18.76 Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete.
9 18.77 Providing and fixing on wall face UV stabilized Unplasticised - PVC moulded fittings/ accessories having 3.2mm wall thickness for Rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.
Tee/ Tee with door/ Bend 45°/ Bend 90°
10 9.44 Providing and fixing “NETLON insect screens” with 25mm wide Hook and loop tape all around to wooden/ aluminium/ steel windows, ventilators and the like complete.
Total 1944329.59
ELECTRIFICATION 8% (+) 155546.37 155546.37
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