Tender for Tender for Beautification (Stage) Work Of Dr. Br Ambedkar Site In Gram Sabha Fakirpur Nai Basti Gahmar
Tender Value
10 Lakhs
Estimated cost
Bid Submission
21 Oct 2026
1 days left
EMD
20000
Bank guarantee accepted
Document Fee
677
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ghazipur → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Beautification (Stage) Work Of Dr. Br Ambedkar Site In Gram Sabha Fakirpur Nai Basti Gahmar
BOQ
| Sl. No. | Item Description |
| 1 | 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 puto 50 m and for all lift, as directed by Engineer-in- Charge: All kinds of soil. AS per DSR 2.6.1 |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shutering- All work up to plinth level : 1:5:10 ( 1 cement : 5 fine sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources). As per DSR Code 4.1.11 |
| 3 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) As per DSR Code 6.1.2 |
| 4 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets,columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement :1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). As per DSR No. 5.2.2 |
| 5 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). As per DSR No. 5.3 |
| 6 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). As per DSR 5.3 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. As per DSR Code 5.9.6 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Lintles, beams, plinth beams, griders, bressumers and cantilevers with water proof ply 12 mm thick. As per DSR Code 5.9.21 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick. As per DSR Code 5.9.20 |
| 10 | Provoiding and fixing of Box type fane hook (minimum10cm dia) width & i/c fixing of 12mm dia plain baar in position as per NBO 11.22 |
| 11 | Steel 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. As per DSR Code 5.22.6 |
| 12 | Brick 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 1:6 (1 cement : 6 coarse sand) As per DSR Code 6.4.2 |
| 13 | 12 mm thick plaster on the plane side of single or half brick wall of mix 1:6 (1 cement : 6 fine sand). As per DSR Code 13.1.2 |
| 14 | 15 mm thick plaster on the rough side of single or half brick wall of mix 1:6 (1 cement : 6 fine sand). As per DSR Code 13.2.2 |
| 15 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. As per DSR No 2.25 |
| 16 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate. As per DSR No11.3.1 |
| 17 | Finishing walls with water proof cement paint of approved make and quality on new work with two or more coats applied @ 3.84 kg/10 sqm to give an even shade including supply of all materials labour and tools and plants etc.required for proper completion of the work As per D.S.R. Code No. 13.44.1 |
| 18 | Supply and fixing of Lokarpan stone or Signboard at site |
| 19 | 110mm PVC pipe 10 Kg/Cm² |
| 20 | 63mm PVC pipe 10 Kg/Cm² |
| 21 | 63mm PVC Strenar |
| 22 | 110mm x 63mm reducer |
| 23 | 25mm C.PVC pipe |
| 24 | 110 एम.एम. 10 किग्रा0/सेमी0² पी.वी.सी. पाइप आदि सामग्री स्थल तक ले जाना | |
| 25 | मिनी रिंग मशीन का किराया एवं कार्य स्थल तक परिवहन ब्यय |
| 26 | रिंग मशीन द्वारा छिद्रण कार्य करने हेतु टी० एण्ड पी० का किराया तथा गढ्ढे खोदना, तथा बोरिंग कार्य हेतु पानी की आपूर्ति सहित | |
| 27 | मिनी रिंग से सभी प्रकार की मिट्टी (सामान्य/सक्त/कंकण मिश्रित) में 150 एम०एम० व्यास का बोर तैयार करने हेतु छिद्रण का कार्य l==00 - 30 |
| 28 | 30 - 84 |
| 29 | पी०वी०सी० एसएम्बली (110/63 एम०एम० व्यास पी०वी०सी० पाइप 10 कि०ग्रा०/से०मी०2 स्ट्रेनर सहित) लोअर करने का कार्य l==00 - 30 |
| 30 | 30 - 84 |
| 31 | छिद्रण में स्ट्रेनर तक पाइप व स्ट्रेनर के चारो तरफ पी.ग्रेवल डालना जिसमें पी. ग्रेवल की आपूर्ति सम्मलित है l |
| 32 | बोर होल व केसिंग पाइप के बीच वेंटानाइट के भराई का कार्य l |
| 33 | कंप्रेसर द्वारा बोर का विकास कार्य l |
| 34 | विकास कार्य के बाद डिस्इंफेक्सन कार्य सामग्री सहित l |
| 35 | इम्बोसिंग कार्य/फोटोग्राफी कार्य l |
| 36 | जल परीक्षण कार्य l Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayOct 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 1 dayTender Documents
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